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06201231 Permit File t- Aft t v' E L~ im' v'[ r I" IT. D I v I B Li N 5200 Shier Rings Read uivision of Building Standards Dublin, r)I zoos COMMERCIAL BUILDING Telep;Icne;,;Gs 670 PERMIT APPI_ICATIC ' Inspection Li-e: 614-410-46ao Facsimile 5`~ gr;g PROJECT INFORMATION Address 7S P SAk;A4; -Z- 9CAP °rojacf Sq =tg. ; s~ r ; 'Project Name Qi-ixA;lP 3 -tI (Estimated Cost of Construction :Z?S-voo Parcel Number I I (PR,OPERTY OWNER INFORMATION ~j II IProparty O'tvnei Name Contact Person r< owned by a Corporation) SHIM JCompany Name S+L11-tKok~ I #Akh RPAA . 1..1-L` Address- 7400 y:;rf1 L L &laD IjI lCit;' State 0fflV Zip 4222d_ eieDhone G~i = 2,0 Szi0 Fax }i4`7gI ac?93~ tai. (j I ENAN I IN-OR MIA l I N Ifr F 1lnlirar,to\ ~I 1Contact Name SAK I I ZZ& V ICompanyName Suhi 6 c0~ Address lrity State Zo IT-1-phone Fax F_Mail I ARCHITECT, ENGINEER, OR OTHER DESIGN PROFESSIONAL INFORMATION 93T7 ! Desian Professional Nam, p)EAIC' 4)VA { C hio Reg/Cert Number Company NameF'0RJ0 4 ASSOC6, MWj&CZ Address k0JU % 5/&7_ City State zip •~~'21 s iTeleDhone E-Mail II IIGENERAL CON T RA CTOR IN77 r? ?Rt;G,TI } 1 ;e, u3` b a c City ;usiirl : _gtScere Contractor]. (Con acL Name /EP C- XI.AW Dublin Registration Q lComcany Namely fiddr=~s City s 7AX v/ 444- S~:.te~ /0 Z- I T elephone - Fa)~ C f?.1 AFFIDAVIT OF OWNER AUTHORIZATION FOR REPRESENTATION II Note'. This person will b contacted with all official correspondence. All signatures must be ORIGINAL. f Owner's Representati4e ~AUN42A9Z 1& Relationship to Project _k / Company Name , , A)Wl Position /jKC_T l e!eohone ~ - I e :r,8ase prIn7", ° o`r`',' nK' ac 7 J . to act as my representative and agent in all maters pariaining to the processing and approve! a" this appiica ion including Ilmod!Ving the project, and 1 ag to h-- bound by all representations and agreements made by fr. desigua(ad a3en± ii I ~II N the CAYner or the Owner's Re esentaT_ve have read and f p' 11inderstand the Contents of all 3 aces o7 this application. The information contained in this Application, attached exhibits ~8nd other information submi"Ued IS compl° c a d in all respects true eCt, to the best of my knowledge and belief. 1 ' u Iisig,laruieafOwner's Reorentative: I3Uilding S'andardis DivlSion Use Onily Dace eceived Euildi a J 2ndards it i iI pplication Number CZ)M.N._RC:1,; BUILDING P_P.Ai7APPL1C:An0H _ o.3 .:.~5..._..3F~'. w S.^oN.:..:>?.1': c" -t 21 ;_?0!. vx..'C2'1 SW CITY OF DUBLIN Division of Building Standards COMMERCIAL BUILDING PERMIT APPLICATION i~. Project Name ~,t1~Ca Permit Number PROJECT INFORMATION NOTE: The following information is to be completed by the Design Professional, registered in the State of Ohio, who was primarily responsible for the preparation of the construction documents. Scope of Project ux~A X 'ilU G G Ar TYPE OF WORK (Check all ` -,a eppty) A. New Structure B. Addition Fire Wall Yes No C. Alteration Article 34 Yes No D. Change of Use Entire Structure Partial E: Change of Occupanc Entire Structure Partial Previous Use(s)- Use Group(s) Z ANALYSIS OF IKEA STRUCTURE, ADDITION, A_NDIOR, AREA TO BE 114L ERED A. Occupancy Description_ ,457Au - % Use Group(s)A-Z B. Mixed Use: Yes ( Non-separated eparated L No "I Type or construction__ D. Fire resistive construction Fire T BSt neSigi i Nu illbers Exterior Walls 0 hr. Fire Walls 9 i2 hr. _ UL-- JV'~ Floor/Ceiling D hr. Columns/Bearing Wall Q hr. Exit Enclosures A)A hr. Shafts &A hr. Corridors &A hr. • °in n± Separation Floor Area/Floor Occupant Load/Floor Egress Capacity/Floor Number of EYi+s Basement I st $ I~"7 ~ -`?i bal X 13 2nd 7- 3rd 4th & above Allowable maximum floor area (first floor footprint) Does the above include street frontage increase? Yes No Does the above include increase for sprinklers? Yes No H Number of stories above grade Height41- Z Basement Yes N o ~ MMIERCIAL BUILDING PERMIT APPLICAMON Page 2 o`3 P:1PAS S\31_DG\FOR M S\C OMMAP P.VT 2 For, BLD-201 Date: 10!11 r-19 UI T Y F DUBLIN Di-vision of Building Standards COMMERCIAL BUILDING PERMIT APPLICATION H. Horizontal exits Yes No 1. Limited sprinkler system Yes No J. Full automatic sprinkler system Yes No K. Standpipe system Yes No L. Smoke control/Removal system Yes No M. Unlimited area building Yes No N. Manual fire alarm Yes No 0. Auto fire alarm Yes No P. Handicap accessible route (exterior & interior) Yes No O. Structural Loads: provide table of design loads with construction documents EXISTING STRUCTURE ANALYSIS (Complete for all alteration or addition projects) k. Occupancy Description_ S`#XL1_ ~4d 11_O jL Use Group(s) A ".2 A /1, F-1 3. Mixed Use: Yes Non-separated Separated No Type of construction ~IR Floor Area/Floor Occupant Load/Floor Egress Capacity/Floor Number of Exits Basement 1 st 24, 14-/f C~~"s,~ 2~ 2nd 3rd 4th & above Aliowabie maximum floor area (first floor footprint) 4 2 C3 Does the above include street frontage increase? Yes No 2 Does the above include increase for sprinklers? Yes No 114urniber of stories above grade Building Height¢ °2 Basement Yes No Horizontal exits Yes No Limited sprinkler system Yes No Full automatic sprinkler system Yes No Standpipe system Yes No Smoke control/Removal system Yes! I i o i 1_1i, illtcd area building Yes No Manual fire alarm Yes No Auto fire alarm Yes! No Handicap accessible route (exterior & interior) Yes No Structural Loads: provide table of design loads with construction documents RAYN6AV`the Design Professional, have read d understand the contents of this application. The information contained in this application, ached exhibits and other information submitted, is complete and in all respects true and correct :he best of my knowledge and belief. !nature of Design Professional: 7_47 Date: MERCIAL BUILDING PERMIT APPLICATION Page f3 P:WASS~4LD3`FORh",S\G OMtJAPP.!°T2 FormO BLD-201 Date: 1011 1B9 Jul 31 06 01:34p p.1 tlrE-v_~-~J~~b l.i=.~J Ull; 0 Dublin bi4'(blStitb r'.lal%U1 CITY OF DUBLIN Building Standards • 580D Shier Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4870 • Inspection Line: (614) 410-4680 WALK-THROUGH ELIGIBILITY EVALUATION FORM Project Name: SU14f-A%0 tS Project Address: 77~Z 1J)4 1 Applicant: Phone: Author of Drawings (in attendance): 7 1 tiM ~ Phone: Cd,1C!1A1y L2r2 Genera Contractor (required): Ct 9 AA K__fi q n Contractor Registration Number: d Project Square Footage: 3 IL sit Circle the appropriate category [categories In sack box and put the corresponding point value In the equation at the bottom of the page. A a C D S uare Footage Use Group(s) T of Construction Plan Originator 0 to 1000 ..................1.0 Al........................ ...3 0 lA............................ 3.D Ohio Architect, 1001 to 2000.............1.5 A2 , IS........ 2.5 Ohio Engineer 2001 to 3000 .............2.0 A3...........................1.8 Certified Designer or a 3001 to 4000.......... .44 ...........................1.6 ilA........................... 2.5 combination of 4001 to 5000 .............3.0 AS..........._....._._.......1.0 118....................... above................... . B ..............................1.0 P,%ecis over 3,000 sq. ft. E ..............................1.8 IIIA.......................... 2.5 Non-professional...,.... 3.0 are not considered without F1 & F2....................2.5 ills 1.') C50 parmission. H NIP Author of the drawings *Ratad condor if 30 or 11,2,3 .....................3.0 iV............................ 1.2 must be a certified more occupants N1 ................1.8 professional if the project R _ ...........................1, 5 VA . . . ....2.5 requires Technical analysts S1 1.4 VB............. 2.5 of safety or sanitation. S2 1,2 U............................ 1.0 E F I G H Nature of Work Permits Required Number of Floors Number of Drawings (Ado al: permits repaired) (Ir•vatved in the review) i>_xdu_ing cover sheet) lteration .................1,0 Building............... .1. 1.................,....... .1 1,..................1.0 A Demolition & :toning Compliance.. .1. 2 .............................2.0 5-8................ F Build Out HVAC minorlexisting... .0 9-43...._..........,....,,..3.0 New Building HVAC new system(s)..2.0 Permission required from 14-20 ............4.5 (<120 sq ft.) ...........,.1.2 Electrical (minor)......... 1.0 CBO for any more floors Addition Electrical (new equip).20 involved. (<1,000 sq. f 1,0 Crange OT Permit Occupancy 3.0 Point Total,___ Add6o ns > 1, 006 sq. ff and new buildings > 920 j sq. Ti. are 00q,"ble. I e] 1 //~~/yam A B C D E F G H _OTAL The sum of tha above calculation may not exceed 14 for Waik-Thrc:igh consideration. T;ne .ppn;ved P.eco;d of A :t;on- or any required Zoning hearing Is required et this review. -he 'fans Examiners will table arw examination that will take more than 25 minules- Fax this completed form, auilding Permit Application and Zoning Compliance form to Building Standards SIA-7614666. T:IOF=ICE%VJPlDOCS1DOC1Exce112005 wa*thrcugh TOTAL P.01 CITY OF DUBLIN Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 PHASED PLAN APPROVAL (Under Slab Only) This is not a Building Permit. It is a record of our review of documents submitted with your application for a Building Permit. Date: August 2, 2006 RE: SUMENO'S 7521 Sawmill Road APPLICANT: Dean Baumgartner, Ford & Associates APPLICANT NO.: 06-201231 The plans dated August 2, 2006, for the captioned project have been reviewed for compliance with the provisions of the Ohio Building Code (2005) for the purpose of issuing a Phased Plan Approval only. The review was based upon the following criteria: Use Group: A2 Occupancy: N/A Area: N/A Construction Type: IIB Sprinklered Notes: N/A The structural plans are sealed by Mark P. Ford, Architect #9337 and Paul R. McMullen, Engineer #39844, all to comply with the requirements of the OBC Section 106.3.4.1 and have been reviewed, therefore, in accord with OBC Section 104.1. OBC 106.3.3 Phased approval. The building official shall issue an approval for the construction of foundations or any other part of a building or structure before the construction documents for the whole building or structure have been submitted, provided that adequate information and detailed statements have been filed complying with pertinent requirements of this code. The holder of such approval for the foundation or other parts of a building or structure shall proceed at the holder's own risk with the building operation and without assurance that an approval for the entire structure will be granted. Such approvals shall be issued for various stages in the sequence of construction provided that all information and data required by the code for that portion of the building or structure has been submitted The holder of a phased plan approval may proceed only to the point for which approval has been given. SUMENO'S, Dean Baumgartner, Ford & Associates, Application No. 06-201231 August 2, 2006 Page 2 of 3 Item 1. This Phased Plan Approval is for the under slab work, which consists ofplumbing and minor electrical work. A full set of construction documents has been submitted for the entire tenant fit-out. The following items are required for code compliance, but are not necessarily covered in detail in the construction documents. This list is a reminder to the design professional and contractors of issues, which are to be satisfactorily dealt with in the field: Item 1. OBC 109.2 Lot line markers required. Before any work is started in the construction of a building or an addition to a building to which the rules of the Board are applicable under Section 101.2, all boundary lines shall be clearly marked at their intersections with permanent markers or with markers which are offset at a distance which is of record with the owner. Item 2. OBC 106.3.1 Approval of construction documents. When the construction documents have been determined to conform to the applicable provisions of the rules of the Board in accordance with the procedures set forth in Section 105.3.1, the building official shall endorse or stamp such plans as approved. One set of construction documents shall be kept by the building official. The other set(s) shall be returned to the applicant, kept at the work site and shall be open for inspection by the building official or the building official's designated representative. Item 3. OBC 105.7.2 Posting. The certificate of plan approval shall be posted in a conspicuous location outside of the building and in the front part of the premises on which is, or will be the approved building or equipment to which the approved plans relate. The owner and the contractor shall, so far as possible, preserve and keep the certificate posted until the completion of the work to which the approved plans relate. Item 4. OBC 106.4 Amended construction documents. If substantive changes to the building are contemplated after first document submission, or during construction, those changes must be submitted to the building official for review and approval prior to those changes being executed. The building official may waive this requirement in the instance of an emergency repair, or similar instance. Item 5. OBC 109.1 General. Construction or work for which an approval is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. This includes firestopping and draftstopping (Chapter 7 OBC), mechanical work; piping, ducts and systems (Chapter 3 OMC), structural members and connections (Chapter 16 OBC), and electrical work (Chapter 27 OBC). All systems and elements covered by code are to be inspected and approved before being covered. Item 6. OBC 1103.1 Where required. Buildings and structures, temporary or permanent, including their associated sites and facilities, shall be accessible to persons with physical disabilities. OBC 1103.2.1 Specific requirements. Accessibility is required in buildings and facilities, or portions thereof, to the extent indicated in ADAAG Section 4.1 and this chapter. Item 7. All electrical will comply with the requirements of Article 27 OBC and the National Electrical Code, NfiPA 70, OBC approved edition and is subject to the approval of the electrical field inspector. T:\OFFICE\WP\DOCS\DOC\Phased Approval 2006\06-201231 Sumeno's.doc SUMENO'S, Dean Baumgartner, Ford & Associates, Application No. 06-201231 August 2, 2006 Page 3 of 3 Item 8. The existing electrical conductors, if removed, abandoned, or altered, shall be accomplished to the electrical field inspector's approval. Electrical work found not to meet the code's standards shall be corrected to the electrical field inspector's approval. The attached letter from Washington Township Fire Department shall serve as a reference to the "Phased Approval" letter from Martin Strayer, City of Dublin Plans Examiner. Unless otherwise noted, the "Phased Approval" letter and the referenced letter shall serve as an approval from Jeffrey S. Tyler, Chief Building Official/Director of Building Standards. The start of construction indicates acceptance of all of the conditions listed above. This review does not preclude the necessity to conform with provisions which may have been omitted or overlooked in the review process, but which are requirements of the code. Ultimate responsibility for legal compliance with the Standards of Safety rest with the registered design professional, the tenant and the owner. Phased Plan Approval will be valid only upon receipt by the City of Dublin, Division of Building Standards, of one signed copy of this Phased Plan Approval to the submitted plans. TO REQUEST AN APPEAL HEARING, YOU MUST sent a written request, listing the items to be appealed and the relief sought and a copy of this order to: Jeffrey S. Tyler, Chief Building Official City of Dublin 5800 Shier Rings Road Dublin, Ohio 43016 Reviewed and Signe /art' F. Strayer Jeffrey S. Tyler Co ercial Plans E amin Chief Building Official o,C' O er or wner`s Representative Date Print Name and Title as Signed T:\OFFICE\WP\DOCS\DOC\Phased Approval 2006\06-201231 Sumends.doc CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Application Number . . . . . 06-00201231 Date 8/02/06 Property Address . . . . . . 7521 SAWMILL RD Parcel Number . . . . . . . . 273-008408 Alternate Address . . . . . . KROGER CENTER #15 Tenant nbr, name . . . . . . SUMENO'S Application type description COM BUILDING ALTERATION Property owner . . . . . . . SUMENO'S HARD ROAD, LLC Contractor . . . . . . . . . CORNA/KOKOSING CONSTRUCTION CO Structure Information 000 000 Construction Type . . . . . 23 - PROTECTED/NONCOMB Occupancy Type . . . . . . ASSEMBLY - NIGHT CLUBS Permit . . . . . . COMMERCIAL BUILDING PERMIT Additional desc . . Permit Fee . . . . 160.00 Plan Check Fee .00 Issue Date . . . . 8/9 OCO Valuation . . . . 0 Expiration Date 1/2/07 Qty Unit Charge Per Extension BASE FEE 160.00 Other Fees . . . . . . . . . COM BLDG INSPECTION ALT 90.00 COM CERTIFICATE OF OCC 120.00 SURCHARGE FEE - BLDG 11.10 Fee summary Charged Paid Credited Due Permit Fee Total 160.00 .00 .00 160.00 Plan Check Total .00 .00 .00 .00 Other Fee Total 221.10 .00 .00 221.10 Grand Total 381.10 .00 .00 381.10 This permit is granted on the express condition that said work shall in all respects, conform to the ordinances of the City of Dublin and all laws of the State of Ohio regulating construction, installation, repair and alteration and may be revoked at any time upon violation of any provisions of law. ~...k~: r - r Land Use and Long Range Planning 5800 Shier-Rings Rood Dublin. Ohio 43016-1236 'none/ TDD: 614-410-4600 Fax: 614-410-4747 Web Siie: www.dubiin.oh.us Z : OF 7121 ROAD U6, ~.5. a^^ §h N.E•,w & . _..t e N" A Nil PROPoS L OF AI r !i= , NGE O= I S=- €S LE TAIL SPACE TO MEDICAL O IC_ SPACE, E i C.) I~ sT~1-34 pc I. ~ I !I I. ~L:~Acu c..:~f4ri'.~ =~L C`rc,~s^' - VeL~ (1) u AL SfGN=_D i-iP:-I'vtiT'.w+ ~ ONE (1) COPY OF A SCALED SITE PLAN D-AVVN WIN" indicating all current and proposed land uses; structures, and other site improvements. Additional documentation may be required for various (;J0eS Of Project tS a°";9a' or 6 ?co. Gp: " ions and.:ira tin`-3s cannot be Droc sed and, will be . aturred to the appifca t by nrai;. fi,r PL!C AN 4 S \ . f E. RE.: 3K.--_ - - -,j 0 ',Z• a~ ^R CF=bC 04-Y Swun All Service Structure: a Med"icai Units (i PER CITY CODE CALL KA MI1NG DIMSI Nu II_ t ,es, please call S (4-410-4eM to schedule an A Ce!' (Cate o. 7O!lln Clornpi a ,fl`li be SSUe'' af'e' t, e or'f is --S7ec. eu and approved by Land Use and Long Range Plan"inc " i ^IS i.e i.lica'-e o Znn: ly: =:a n ?7p DV^.i i5 :S J 4 . ai^:D 7e""_n~o cne p ano s de ..:,e0 above, a., as ao ,:ove, lit id u r"idniinIS:rator or desl„I' ie2, or the City CO ricil, Sotrc 0' Zo - ADoeais. Plana np Zon no CO'll'n;Salo^j, or he -BJie~", ;_„a,, 2S f EBV: 3, ~'2o)s CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 60t5uL S'CM5 Walk Through Notice of Review Architectural Review (This is not a permit) Date: J? - a •O(p Application Number: Oto• ao1a% Property Address: rj5*QLk SO W M~ \l 4 Project Description: Swmtr-ld5 Square Footage: Occupancy Load: KA_ Construction Type: 2:2 Use Group: Result o plan review: spjtW Karr-- U5 oK Approved e, Approved, submit additional information or changes rior to Disapproved, submit additional information as noted. It is not necessary to reschedule. Disapproved, resubmit under the regular permit process. Disapproved, reschedule walk through after required changes have been completed. Disapproved, reschedule walk through after additional information requested has been obtained. The following items must be addressed: 1. Field verify existing, additions and changes to horn/strobe location and actuation. 2. Field verify emergency egress and exit lighting. 3. All fire protection systems require a separate permit. LV4 ~kl Y 444 wvjt~ t P Reviewed Commercial Pla x iner for T e ity 0 Dublin Updated 8/01/02 CITY OF DUBLIN Division of Building Standards • 5800 Shier-Rings Road • Dublin, Ohio 43016 Phone: (614) 410-4670 • Inspection Line: (614) 410-4680 Walk Through Notice of Review Fire Department Review (This is not a permit) Date: • al ' O~ Application Number O(c • aotQ 3 k Property Address: ''70E>ak SaWM~ Project Description: stxMt l NC dS Sprinkler System Required: System Demand: Special Hazard Classification: Square Footage: Occupancy Load: AIIX Construction Type: Use Group: Result of plan review: ezweee .s7(446 Approved Approved, submit additional information or changes prior to Disapproved, submit additional information as noted. It is not necessary to reschedule. Disapproved, resubmit under the regular permit process. Disapproved, reschedule walk-through after required changes have been completed. Disapproved, reschedule walk-through after additional information requested has been obtained. The following items must be addressed: 1. Field verify existing, additions and changes to horn/strobe location and actuation. 2. Field verify emergency egress and exit lighting. 3. All fire protection systems require a separate permit. Reviewed BY: C~ c ~f • 0°2~ o is Washington Township Fire Department Updated 8/01/02 CITY OF DUBLIN Building Standards - 5800 Shier-Rings Road - Dublin, Ohio 43016 Phone: (614) 410-4670 - Inspection Line: (614) 410-4680 PHASED PLAN APPROVAL (Under Slab Only) This is not a Building Permit. It is a record of our review of documents submitted with your application for a Building Permit. Date: August 2, 2006 RE: SUMENO'S 7521 Sawmill Road APPLICANT: Dean Baumgartner, Ford & Associates APPLICANT NO.: 06-201231 The plans dated August 2, 2006, for the captioned project have been reviewed for compliance with the provisions of the Ohio Building Code (2005) for the purpose of issuing a Phased Plan Approval only. The review was based upon the following criteria: Use Group: A2 Occupancy: NIA Area: N/A Construction Type: IIB Sprinklered Notes: N/A The structural plans are sealed by Mark P. Ford, Architect #9337 and Paul R. McMullen, Engineer #39844, all to comply with the requirements of the OBC Section 106.3.4.1 and have been reviewed, therefore, in accord with OEC Section 104.1. OBC 106.33 Phased approval. The building official shall issue an approval for the construction of foundations or any other part of a building or structure before the construction documents for the whole building or structure have been submitted, provided that adequate information and detailed statements have been filed complying with pertinent requirements of this code. The holder of such approval for the foundation or other parts of a building or structure shall proceed at the holder's own risk with the building operation and without assurance that an approval for the entire structure will be granted. Such approvals shall be issued for various stages in the sequence of construction provided that all information and data required by the code for that portion of the building or structure has been submitted. The holder of a phased plan approval may proceed only to the point for which approval has been given. SUMENO'S, Dean Baumgartner, Ford & Associates, Application No. 06-201231 August 2, 2006 Page 2 of 3 Item 1. This Phased Plan Approval is for the under slab work, which consists of plumbing and minor electrical work. A full set of construction documents has been submitted for the entire tenant fit-out. The following items are required for code compliance, but are not necessarily covered in detail in the construction documents. This list is a reminder to the design professional and contractors of issues, which are to be satisfactorily dealt with in the field: Item 1. OBC 109.2 Lot line markers required. Before any work is started in the construction of a building or an addition to a building to which the rules of the Board are applicable under Section 101.2, all boundary lines shall be clearly marked at their intersections with permanent markers or with markers which are offset at a distance which is of record with the owner. Item 2. OBC 106.3.1 Approval of construction documents. When the construction documents have been determined to conform to the applicable provisions of the rules of the Board in accordance with the procedures set forth in Section 105.3.1, the building official shall endorse or stamp such plans as approved. One set of construction documents shall be kept by the building official. The _ other set(s) shall be returned to the applicant, kept at the work site and shall be open for inspection by the building official or the building official's designated representative. Item 3. OBC 105.7.2 Posting. The certificate of plan approval shall be posted in a conspicuous location outside of the building and in the front part of the premises on which is, or will be the approved building or equipment to which the approved plans relate. The owner and the contractor shall, so far as possible, preserve and keep the certificate posted until the completion of the work to which the approved plans relate. Item 4. OBC 106.4 Amended construction documents. If substantive changes to the building are contemplated after first document submission, or during construction, those changes must be submitted to the building official for review and approval prior to those changes being executed. The building official may waive this requirement in the instance of an emergency repair, or similar instance. Item 5. OBC 109.1 General. Construction or work for which an approval is required shall be subject to inspection by the building official and such construction or work shall remain accessible and exposed for inspection purposes until approved. This includes firestopping and draftstopping (Chapter 7 OBC), mechanical work; piping, ducts and systems (Chapter 3 OMC), structural members and connections (Chapter 16 OBC), and electrical work (Chapter 27 OBC). All systems and elements covered by code are to be inspected and approved before being covered. Item 6. OBC 1103.1 Where required. Buildings and structures, temporary or permanent, including their associated sites and facilities, shall be accessible to persons with physical disabilities. OBC 1103.2.1 Specific requirements. Accessibility is required in buildings and facilities, or portions thereof, to the extent indicated in ADAAG Section 4.1 and this chapter. Item 7. All electrical will comply with the requirements of Article 27 OBC and the National Electrical Code, NfiPA 70, OBC approved edition and is subject to the approval of the electrical field inspector. T:\OFFICE\WP\DOCS\DOC\Phased Approval 2006\06-201231 Sumeno's.doc SUMENO'S, Dean Baumgartner, Ford & Associates, Application No. 06-201231 August 2, 2006 Page 3 of 3 Item 8. The existing electrical conductors, if removed, abandoned, or altered, shall be accomplished to the electrical field inspector's approval. Electrical work found not to meet the code's standards shall be corrected to the electrical field inspector's approval. The attached letter from Washington Township Fire Department shall serve as a reference to the "Phased Approval" letter from Martin Strayer, City of Dublin Plans Examiner. Unless otherwise noted, the "Phased Approval" letter and the referenced letter shall serve as an approval from Jeffrey S. Tyler, Chief Building Official/Director of Building Standards. The start of construction indicates acceptance of all of the conditions listed above. This review does not preclude the necessity to conform with provisions which may have been omitted or overlooked in the review process, but which are requirements of the code. Ultimate responsibility for legal compliance with the Standards of Safety rest with the registered design professional, the tenant and the owner. Phased Plan Approval will be valid only upon receipt by the City of Dublin, Division of Building Standards, of one signed copy of this Phased Plan Approval to the submitted plans. TO REQUEST AN APPEAL HEARING, YOU MUST sent a written request, listing the items to be appealed and the relief sought and a copy of this order to: Jeffrey S. Tyler, Chief Building Official City of Dublin 5800 Shier Rings Road Dublin, Ohio 43016 Reviewed and Signe art' F. Strayer Jeffrey S. Tyler Co ercial Plans E amin Chief Building Official Owner or Owner's Representative Date Print Name and Title as Signed T:\OFFICE\WP\DOCS\DOC\Phased Approval 2006\06-201231 Sumeno's.doc N a-+ t~ ¦ ~ ~ ~ L C ~ 0 0 N N ¦ ~ U ~ ~ - ~ ~ O_ 0 N ~ ~ ~ ~ N N cn O N ~ U ' I N O N O N U ~ ~ ~ I co co' to o a a o n a N N N OQ ' ~ ~ ~ N ('7` N c~ awm I oa o um us to one: ax: i ~ N L 0 ~ U- Li. , ~ ~ ~ ~ ~ ~ ~ ¦ ; ¦ ISSUE DATE !REVISION ~ ~ ~ N 3 ~ ~ ~ 3 ~ BUILDING CODE OHIO BUILDING CODE (OBC) - 2005 1, THE USE OF THESE DOCUMENTS IS RESTRICTED TO THE ORIGINAL SITE FOR 1. AC a~ ~ 1. ACCESS TO THESE FACILITIES SHALL BE PROVIDED AT PRIMARY ENTRANCES. COVER SHEET JULY 31, 2006 in ~ Q ~ WHICH THEY WERE PREPARED. REUSE OR REPRODUCTION OF THE DOCUMENTS, 2. THE SLOPE OF PUBLIC WALKS SHALL NOT EXCEED MAX. CROSS SLOPE 2 SD-1.1 SITE PLAN JULY 31, 2006 ' ~ MECHANICAL CODE OHIO MECHANICAL CODE (OMC) -2045 OLE OR IN PART FOR ANY OTHER PURPOSE IS PROHIBITED, FORD ~ 2. THI 7 ~ ) r ~ i , ASSOCIATES ARCHITECTS, INC. RETAINS ALL RIGHTS OF OWNERSHIP. 3 Wp PLUMBING CODE OHIO PLUMBING CODE {OPC) - 2005 3. WALKING SURFACES SLOPIIVG GREATER THAN 2 % SHALL BE SLIP RESISTANT, ARCHITECTURAL DRAWINGS _ 2. THE A.LA. DOCUMENTA201-1997, GENERAL CONDITIONS OF THE CONTRACT FOR PR, ELECTRICAL CODE OHIO BUILDING CODE (OBC), CHAPTER 27 - 2005 CONSTRUCTION SHALL APPLY TO THE PROJECT, A COPY OF THE GENERAL 4 4. PROVIDE A 60 X 60 MIN. LANDING ON STRIKE SIDE OF DOOR WITH 44 MIN. CONDITIONS IS AVAILABLE AT THE OFFICES OF FORD & ASSOCIATES ARCHITECTS WII ARCHITECTS FIRE PROTECTION COD OHIO FIRE CODE (OFC) ' WIDTH IN DIRECTION OF TRAVEL. TA-1,1 TENANT FLOOR PLAN AND DETAILS JULY 31, 2006 JANUARY 2000 {NFPA 13,1999) INC. 5. 5. WALKS SHALL EXTEND 24" TO THE SIDE OF THE STRIKE EDGE OF DOOR OR TA-1.2 TENANT FINISH FLOOR PLAN, SCHEDULE AND DETAILS JULY 31, 2006 3 - THE CONTRACTOR AND SU8-CONTRACTORS SHALL BE SOLELY RESPONSIBLE FOR GA' GATE THAT SWINGS TOWARD THE WALK, TA-1.3 TENANT REFLECTED CEILING PLAN, SCHEDULE AND DETAILS JULY 31, 2006 ' ~ COMPLYING WITH ALL FEDERAL, STATE, AND LOCAL SAFETY REQUIREMENTS 6. EVI 6. EVERY REQUI RED EXIT DOORWAY SHALL BE SIZED FOR A DOOR NOT LESS TA-1.4 TOILET ROOM ENLARGEMENT & ROOF PLAN JULY 31, 2006 THAN 3-0 WIDEX 6-8 HIGH CAPABLE OF OPENING 90 DEGREES AND TOGETHER WITH EXERCISING PRECAUTIONS AT ALL TIMES FOR THE PROTECTION THi OF PERSONS INCLUDING EMPLOYEES AND PROPERTY. IT IS THE SOLE MO MOUNTED SO THAT THE CLEAR WIDTH OF THE EXIT SHALL 8E 32"MIN. TA-2.1 DOOR SCHEDULES, GENERAL NOTES, & DETAILS JULY 31, 2006 1500 West First Avenue RESPONSIBILITY OF THE CONTRACTOR AND SUB-CONTRACTORS TO INITIATE, 7 THI 7, THRESHOLD TO BE A MAX. U2" A80VE ADJACENT FINISH FLOOR, Columbus Ohio 43212 MAINTAIN, AND SUPERVISE ALL SAFETY REQUIREMENTS, PRECAUTIONS, AND ' USE OR OCCUPANCY: ~ OBC CHAPTER 3 PROGRAMS IN CONNECTION WITH THE WORK. 8. MA 4'• Phone. 614.488.6252 MIXED USE GROUPS: NONSEPARATED OBC SECTION 302.3.1 INT 8. MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LBS. FOR FIRE PROTECTION DRAWINGS + INTERIOR DOORS AND 15 LBS, FOR EXTERIOR DOORS. 4. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO COORDINATE ALL TFP-1.1 TENANT FLOOR PLAN -FIRE PROTECTION JULY 31, 2006 Fax: 614,488.9963 USE GROUPS; A-2 ASSEMBLY OBC SECTION 303.1 WORK AND FOR THE MEANS, METHODS, PROCEDURES, TECHNIQUES, AND 9. THI B BUSINESS 4BC SECTION 304.1 SEQUENCE OF CONSTRUCTION, A S 9. THE BOTTOM 10" OF ALL DOORS EXCEPT AUTOMATIC SLIDERS SHALL HAVE A SMOOTH UNINTERRUPTED SURFACE, ~ NTILE OBC SECTION 309.1 5, GENERAL CONTRACTOR SHALL PROVIDE ALL REQUIRED PERMITS, FEES, AND 10. THI 10. THE BUILDING SHALL COMPLY WITH THE AMERICANS WITH DISABILITIES ACT PLUMBING DRAWINGS M MERCA INSPECTIONS AS MAY BE REQUIRED BY GOVERNING BODIES HAVING LEGAL ACCESSIBILITY GUIDELINES (ADAAG), INCLUDING, BUT NOT NECESSARILY TP-1.1 TENANT FLOOR PLAN -PLUMBING JULY 31, 2006 - F-1 MODERATE HAZARD OBC SECTION 306.2 ACS Mechanical Electrical En Ineer. JURISDICTION. g LW FACTORYIINDUSTRIAL LIMITED T0, OBC CHAPTER 11. ' 6. THE GENERAL CONTRACTOR IS TO GUARANTEE ALL WORK INCLUDING WORK 11. CO E D HAVE TP-1.2 PLUMBING SCHEDULES & DETAILS JULY 31, 2006 11, CONTROLS AND OPERATING MECHANISMS SHALL BE ACCESSIBL AN n n lneerln o. nc. S-1 STORAGE 4BC SECTION 311.2 C U e DONE BYSUB-CONTRACTORS FOR A PERIOD OF ONE 1 YEAR COMMENCING WITH 1 O MO MOUNTING HEIGHTS COMPLYING WITH ADAAG 4.27. TP-1.3 PLUMBING STACKS & RISER JULY 31, 2006 OBC CHAPTER 5 THE DATE OF SUBSTANTIAL COMPLETION OF THE WORK 779 Brooksed a Blvd. BUILDING HEIGHTS; 12, ALI 9 12, ALL ROOM, DIRECTIONAL, AND INFORMATION SIGNS SHALL BE ACCESSIBLE TP-1,4 PLUMBING SPECIFICATIONS JULY 31, 2006 BUILDING HEIGHT ALLOWED: 2 STORY 155' (A-2) OBC TABLE 503 7. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SCHEDULING AND DE We$tenrl Ile Ohlo 43081 MONITORING OF ON-SITE TESTING AND INSPECTION SERVICES AS LISTED IN DESIGN COMPLYING WITH ADAAG 4,13 AND 4.30. ~ BUILDING HEIGHT PR VIDED: 34'-2" (MAX. HEIGHT AT CUPOLA) THE PROJECT MANUAL AND GENERAL CONDITIONS A201, HVAC DRAWINGS Phone, 614.895.9408 ' TH-1.1 TENANT FLOOR PLAN -HVAC JULY 31, 2006 CONSTRUCTION TYPE: TYPE II B UNPROTECTED 08C SECTION 602 8. WHEN CONTRACTOR ACCEPTS DELIVERY OF ALL ITEMS NOTED ON PLANS EITHER Fax: 614.895.9450 ~ IN CONTRACT OR NOT IN CONTRACT HE SHALL BE RESPONSIBLE FOR LOSS ANDI OR DAMAGE TO THESE ITEMS. FIRE PROTECTION: FULLY SPRINKLERED OBC SECTION 903 ' TH-1.2 HVAC SCHEDULES & DETAILS JULY 31, 2006 9. GENERAL CONTRACTOR TO HAVE JOB PHONE ON PREMISES DURING ENTIRE 1. FIN 1. FINISH FLOOR ELEVATION :903,1' =100'-0" TH-1.3 HVAC SPECIFICATIONS JULY 31, 2006 CONSTRUCTION PERIOD. Structural En Ineer: 9 ~ 2, THI 2, THESE DOCUMENTS ARE FOR TENANT SPACES 114-116, "SUMENO'S ~ 10, THE GENERAL CONTRACTOR & EACH SUBCONTRACTOR IS TO HAVE A FULL TIME RE RESTAURANT', TENANT INTERIOR IMPROVEMENTS AT THE RETAIL ELECTRICAL DRAWINGS QUALIFIED SUPERVISOR ON THE SITE AT ALL TIMES WHILE WORK IS BEING CO Ir onovan PERFORMED. COMPLEX COMMONLY KNOWN AS "KROGER CENTRE". TE-1.1 TENANT FLOOR PLAN -LIGHTING JULY 31, 2006 3. FO. n I n n i n ea rs n C. 11, THE CONTRACTOR SHALL MAINTAIN FOR THE ENTIRE DURATION OF THE WORK 3. FOR SITE ENGINEERING AND UTILITIES SEE R.D. ZANDE DOCUMENTATION, onsu a ~ ALL EXITS EXIT LIGHTING FIRE PROTECTION DEVICES AND ALARMS IN ~ TENANT AREA; 4,392 S.F. ~ ~ EX' LATEST ISSUE. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR TE-1.2 TENANT FLOOR PLAN -POWER JULY 31, 2006 EXTENSION OF BUILDING SERVICES TO EXISTING SITE UTILITIES. TE-1.3 ELECTRICAL DETAILS JULY 31, 2006 370 East Wilson Brid a Road CONFORMANCE WITH ALLAPPLICABLE CODES AND ORDINANCES. 9 USE GROUPS: 4. THI Worthin ton Ohio 43085 12. THE GENERAL CONTRACTOR IS TO VERIFY ALL DIMENSIONS AND EXISTING FIELD 9 ~ IMf 4. THESE DOCUMENTS ARE FOR THE TENANT'S PORTION OF THE INTERIOR TE-1.4 ELECTRICAL SPECIFICATIONS JULY 31, 2006 IMPROVEMENTS WITHIN SPACES 114-116 AT THE KROGER CENTRE, USE GROUP; A-2 ASSEMBLY OBC SECTION 303.1 CONDITIONS WITH THE DRAWINGS, IN PARTICULAR: OVERALL WALL DIMENSIONS, FO FOR THE LANDLORD'S PORTION OF THE INTERIOR IMPROVEMENTS SEE Phone: 614.436.6465 SOIL CONDITIONS, INCOMING UTILITIES, ETC. GENERAL CONTRACTOR IS TO REPORT IMMEDIATELY TO THE ARCHITECT ANY VARIANCES OR FIELD CONDITIONS VA 'VANILLA BOX' DOCUMENTS BY FORD AND ASSOCIATES, INC., LATEST E F R HELL BUILDING DOCUMENTATION SEE SHELL BUILDING STRUCTURAL DRAWINGS IIB UNPROTECTED ISS Fax. 614.436.6485 CONSTRUCTION TYPE: OBC SECTION 602.0 BLE S IOR TO CO MENCING WORK THAT MAY CAUSE CONSTRUCTION PRO M PR M CO Issu . o s -I--~ CONSTRUCTION DOCUMENTS BY FORD AND ASSOCIATES ARCHITECTS, TS-1.1 PARTIAL ROOF FRAMING PLAN 8 SECTIONS JULY 31, 2006 FIRE PROTECTION: FULLY SPRINKLERED OBC SECTION 903 T OVERN, ALL PARTITION IN( 13. DO NOT SCALE DRAWINGS. WRIT EN DIMENSIONS G INC., LATEST ISSUE. r~ LENGTH OF TRAVEL: A-2 250' MAX, OBC TABLE 1015,1 LOCATIONS, ALL DOOR AND OPENING LOCATIONS SHALL BE SHOWN ON FLOOR 5. PEI 5. PER ADJUDICATION ORDER #05-001 FROM CASE #05-393 BEFORE THE STATE 'C~ PLAN. IN CASE OF CONFLICT NOTIFY THE ARCHITECT. FLOOR PLAN BY ARCHITECT OF PROVIDED = 75' SUPERSEDES ALL OTHER PLANS, ALL DIMENSIONS MARKED "CLEAR" SHALL BE OF OHIO BOARD OF BUILDING APPEALS, FOR ALL ASSEMBLY USES OR TENANT MAINTAINED AND SHALL ALLOW FOR THICKNESS OF ALL FINISHES INCLUDING TH, THAT REQUIRES A TYPE'I' HOOD. THE FOLLOWING IS REQUIRED: OCCUPANT LOAD; 08C TABLE 1004.1.2 CARPET PAD CERAMIC TILE V.C.T. SLATWALL, ETC. A. A. PROVIDE A COMPLETE FIRE ALARM SYSTEM CONSISTING OF A COMPLETE E SIONS SHOWN ARE TO FACE OF MASONRY BLOCK OR BRIC OR DE' 14. ALL DIM N { K) E EXIT EXITS EGRESS DETECTION SYSTEM UTILIZING DETECTION EQUIPMENT APPROPRIATE USE AR ~ S.FJ OCCUPANT EGR SS S FRAMING UNLESS SPECIFICALLY NOTED OTHERWISE. FO PERSON LOAD REQUIRED REQUIRED PROVIDED WIDTH NO FOR THE USE, AN ALARM NOTIFICATION PANEL, MANUAL PULL STATIONS, NOTIFICATION DEVICES, AND THE SYSTEM WILL BE CENTRAL STATION MONITORED. ~ O.L, .15 - PROVIDED 15. ALL DIMENSIONS ON ARCHITECTURAL DRAWINGS LOCATING STRUCTURAL OBC TABLE OBC TABLE ELEMENTS ARE TO CENTERLINE OF STEEL COLUMNS AND STEEL BEAMS UNLESS g, SUMENO S 10032.3 1005.2.1 NOTED OTHERWISE. SY' B. ANY FIRE SUPPRESSION EQUIPMENT INCLUDING THE HOOD SUPPRESSION SYSTEM WILL BE CONNECTED TO THE ALARM SYSTEM SO AS TO GIVE NOTICE TO OC SEATING AREA 2,288 .F. 15 153 22.95" 2 2 34 + 34 16, ALL DIMENSIONS SHOWN ARE NOMINAL DIMENSIONS UNLESS SPECIFICALLY OCCUPANTS IN THE EVENT THE SUPPRESSION SYSTEM IS ACTIVATED. DINING 1 BAR - 68 NOTED OTHERWISE. C. C. THE TENANT SEPARATION WALLS BETWEEN ANY SUCH USES WILL BE ONE HOUR RATED, AND CONFORM TO THE REQUIREMENTS FOR BARRIER WALL. RTAREA 38" + 34" E ANT E RESS DOORS SHALL BE PROVIDED PER OBC SECTIONS 1013 THROUGH ON SUPPO 457 S.~'F, 100 5 .75 2 2 _ 17. T N G VEST. I OFFICE! - 72 1016 AND 1017 THROUGH 1022. TOILETIHALL 'I D~ D. THE TERMS OF THIS AGREEMENT WILL BE MADE CLEAR TO ANY TENANT 18. ALL DOOR HANDLES SHALL BE OF THE LEVER TYPE, HARDWARE SHALL BE THI ' MOUNTED NO HIGHER THAN 48"ABOVE FINISH FLOOR. THROUGH THE LEASING AGREEMENT PRIOR TO THE TENANT BEING AUTHORIZED TO APPLY TO THE CITY OF DUBLIN FOR A BUILDING PERMIT. SERVICEAREA 1,647S.F. 200 9 1.35" 2 2 38 34 TO PREP 1 KITCHEN I ~ - 72 L ACCESS PANELS SHALL BE 24"X30" UNLESS OTHERWISE NOTED. 19. A L DISHWASH l BACK BAR 20, ALL GLASS UNITS LOCATED IN HAZARDOUS LOCATIONS AS INDICATED IN OBC 2406.3 SHALL COMPLY WITH TEST REQUIREMENTS OF CONSUMER PRODUCT SAFETY TOTAL 4 392 S.F. 15 187 25.05" 2 3 38 + 34 + COMMISSION 16, CFR PART 1201 FOR HUMAN IMPACT LOADS. 34 - 106 21. ALL SAW CUTTING AND CORING LOCATIONS SHALL BE REVIEWED IN FIELD BY THE GENERAL CONTRACTOR PRIOR TO CUTTINGICORING. PLUMBING FIXTURES; 22. ALLWOOD IS TO BEFIRE-RETARDANT TREATED PER AWPA C20 AND C27 AND SHALL NOT HAVE A FLAME SPREAD OF GREATER THAN 25 WHEN TESTED IN FIXTURE REQUIRED PROVIDED PROVIDED ACCORDANCE WITH ASTM E-84. PER OBC SECTION 2303.2. FOR EACH GENDER MEN WOMEN 23. ALL EXTERIOR WOOD BLOCKING IS TO BE PRESSURE TREATED PER AWPA C1, C2, WATER CLOSETS 2 1 2 AND C9. URINALS 1 24. ALL FASTENERS, CONNECTORS, OR OTHER HARDWARE IN DIRECT CONTACT WITH PRESERVATIVE TREATED OR FIRE RETARDANT TREATED WOOD SHALL BE LAVATORIES 1 1 1 STAINLESS STEEL TYPE 304 OR TYPE 316, OR HOT-DIPPED GALVANIZED STEEL ASTM A653 CLASS G-185 WITH 1.85 OUNCES OF ZINC PER SQUARE FOOT TO WATER COOLERS 1 WATER SERVICE TO BE PROVIDED BY TENANT REDUCE THE CORROSION PROCESS. AFFROVED 5y SERVICE SINK 1 1 25, FIREBLOCKING SHALL BE INSTALLED IN CONCEALED SPACES OF STUD WALL AND PARTITIONS, INCLUDING FURRED OR STUDDED-OFF SPACES OF MASONRY OR CONCRETE WALLS, AND AT THE CEILING AND FLOOR OR ROOF LEVELS. PER OBC SECTION 717.2.2. TENANT DATE 26. FIREBLOCKING SHALL BE INSTALLED AT ALL INTERCONNECTIONS BETWEEN VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS OVER CABINETS, DROP CEILINGS, COVE CEILINGS AND SIMILAR LOCATIONS. PER OBC SECTION 717.2.3. OWNER DATE 27. REQUIRED FLAME SPREAD RATING: INTERIOR FINISH OF WALLS AND CEILINGS SHALL HAVE A FLAME SPREAD RATING NOT GREATER THAN THAT DESIGNATED BY THE CLASS PRESCRIBED FOR THE VARIOUS GROUPS LISTED IN OBC TABLE 803.5, WHEN TESTED IN ACCORDANCE WITH OBC SECTION 803.2. 28. PROVIDE PORTABLE FIRE EXTINGUISHERS WITH U.L. LABEL AND A RATING OF NOT CU cu LESS THAN 2-A WITH 75 FT TRAVEL DISTANCE TO ALL POSITIONS OF BUILDING OR .i--j ,.IJ CX3 AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. r~ 5UILDING KEY FLAN 51TE LOCATION MAP Cn QD 0 CD SU'1ENO'S RESTAURANT q, (D fy SPACE 114-II6 75215AU'iII.L ROAD p DUMIN, 01410 43016 I I I SUMENO'S U) E I` L9 r I RESTAURANT - KROCsER :I II ~ .eJ e ' RETAIL eY U U IJ >,a>: I J rJ IJ ¦ e KROGER GENTRE . . E NORTH NORTH li .........SAWMIvL.L.. R.oA,p I FAA# 05225.00 ~ 1 FoRll ~r Associn ~ ~ \ \ ~ ~ t \ ~ ~ ~ ~ S~ ~ ~ • ~ ~ 1 ~ i I I ~ ~ ~ } i / ~ ~ / ~ i / ~ / I / ~ ~ i ' i / , / - i ~ ~ / ~ , ~ ~ - - - - - / ~ \ ~soo wesc F~~ n~eo~ I - - Colwnbus, Ohio 43212 ~ ~ I / ~ ~ P: 614.488.6252 __-_-___-___-_I-_-'_'_'-'___'-'_'-_-______'_'_' / / ~ F: 614A88.9963 / / ~ ~ _ ~ - _ _ ~ 4A 1t ~G H ~I~T T.-~. / ~ / / ~ ~ ~ ~ / - . / ~ ~ ~ ~ - _ - ~ / ~ ~ ~ ~ ~ - / ~ ~ / - - I ~ ~ / / ~ i / I I / / ~ 1 / ~'J - / I ~ ~ / / / ~ / / / / 1 I I ~ I / / / / ~ I I i ~ I / / ~ / / I i / ~ I I i I I / / / ~ / / i I I / / / / / / - ~ ~ ~ ~ OIdY ONIY j / / i~ / i / / I ~ / / ~ / / 1" SPACE 101 - - - I i I I / / / / / I I 3880 HARD ROAD / 1,76 of , / / M / SPACE 101 / 38,6 HARD RoAV T / ~ / I I 1,491 of / / / I 6PAGE 103 I I I I~ ~ I I / / I f / / I 3811 HARP ROAD / ~ ~ I I I I / / _ _ I 1,491 of / ~ / / / 1 SPADE 104 / ~ / I 3968 ROAD / / / / HARD I ~ ~ I I I I :?}:::~~f :r: ~~....c:~:f. ~~.:a;: f / ~ / 105 t•`~i#:~:,~# ::.'r,}.:; ,~tr.,jr,n SPACE !y. .:Y., tH:~..~~ y i I / / / 3864 HARD F3~AA . I j I I I ' I / 1,498 of 1 1 i 5 i LS 1.5• SPACE 106 ~ ~ ~ I I I / / / II / / I I < 3860 HARD la7AD i KROGER / / / / / 1,491 of ~ / ~ / I I I I - 7625 SAWMILL ROAD / / I I BPAC>E Iral / / / ~ / I I ' 3856 HARD ROAD / / / I >,499 er 4- / - ~ / ~ h~'+~.~.~ ~`~y SPACE 137 ~ j~ I ~ I I / / / / SPACE I08 / / I 3851 HARD ta7AD 7 21 AWM I L L R D A 5 JAD ~ ~-i I I I I (n / / ~ / I / ~ 1,499 eF / / / 4 2 I SPACE ~ S ' / / u. ROCM / I 3848 HARD ROAD 1511 SAUMILL RD. ~ / / I I91ef / I ~ ~ . / - ~ / I SPACE 110 / / 13944 w~RD SAD ' I ' / / r 1,680 of / i /i ~ / - / u~ ~ 1~ ~ i i i i ~ ~ / / / I NOGGY'S -SPACE I~ ~ 4 r / I'~ ~ I I ~ ~I I ~T T / / 1" '1509 SAW`tILL RDAD ~ / ~ 4~ ~ t ~ ,II, \ f I! M 1 / / I \ ~Q s ~q Xy./ I~ I / / ' / / / QL d I Q,. / / G~ / 1~ - ~ - - ~ / / gin- ~ 'se n ire ~ ~ ~ ~ ~n ~ u / F'al ; ~r Mai: n01 ~ 4 ~ ~ r~ -a D / ~4 ~4 4^{{~ 4 4 4 4 ~4 ' V W~.~W~iV ::WrfVi. O7 fV::.W Ca:i W M tll~Ca.Wr .W~iV. ~~M / / / / / / _ - e / ~ / / / / / ~ / GR0l1Nl~ 51CsN / ~ / / / / i / ~ ~ / / / ~ iA / / / / / / / / ~ p i ~ / / GRa14D SKI ~ / / ~ / / 3844-A HARD I~AD I _ ~ ~ ~ ~ ~ ~ / - ~ - - ! 1 ~ / - ~ / _ I ~ ~ ~H a ~ ~ ~ / ~ ~ ~ i _ ~ ~ ' ~ ~ / i / _ ~ / ~ - ~ I I / I - r ~ / I U. Rod1- BI.D'A' Rood - 9LD'A' / / ~ u. - I / °~AUF11L 1 SAUMI i / _ 1 ~ ~ ~ a / I r i 1 ~ ~ I ! i I ~ i 1 ~ ~ I I r• i I , I l l i ~ OE 1 I ' :ter ~'yir :~7 .s\ i~; I - I I l - r I i I ~ 1 - I i I I ~ ~ I ~ I 1 ~ ~ I - 1 ~ i i i li , ~ ~ oo I i I ~ _ d' ci3 ~ i 1 I I , ; . I ~ z- I ~ I I ~ $ I II ~ ~ ~ I ~ ~ I l ~ C•- =o I ~ ~ _ i I ~ i ~ i i ~i i ~C~j 3:~ m I I ~ . ' hra~::; lira ~ ~FM.; ~~~i 3 ~~F - i I # ~ L I I I II ~ ~Lc~O O~ I ~ - ~ - - I ~ I I N~ ' I ~ I - ~ i i ~ ~ INfY I~ ~ ~ ~T C I ~ I I I I - I I I I 7 I ~ ~I I ~Y 1~~ ~(nti I I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - i - J I i ~I I I I ~~0~ CopyngM 2008. All bawings are an0 shall remain Ne properly of Fortl 6 Pssoda~es AichilecLV, Imo. ;I I am mar ~ ce ~s a, a~w~~a, a ~~~,ea I ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - l I _ ww~om u»w~~nen ~s~nmu~acnu~i. I ~ ~ GR0IAID Sk I I \ 1625-A Sew MGM-dS~iA eoed ~ GR0I1ND 6101 I ~ I OF I ~ I . ZE_. O,c,. - - I - - MARK I P. FORD 9337 I R. I r - - - - - - - - - - - - - &A-W-fA-L-1L---- FIOAD J ISSUE REVISION DATE I OWNER REVIEW 28 JULY 2006 I PERMIT ISSUE 31 JULY 2006 - ~ - - - I BID ISSUE 31 JULY 2006 I / \ I / / rl NORTH A SITE AND BUILDING KEN( PLAN SITE PLAN FAA# 05225.00 SD~1.1 KROGER CENTRE 1 _ _ ~ _ J - _ u,. 1_ - I . ,....,-,r - I 1 l:r ~.7 ASSQC ~ FORD ~ I gIAGRAM q)=PTN MARK RAtINrs NOT1:S gESCRIpTION ExT. 51'-51/8 " I /8" GYPSUM BOARq 6HEATHING (EXTENp FULL EXTERIOR NEW 5 SEE I ~ II 3'-10° ii'-4 3i4 II WALLS HEIGHT TO pE:CK10/ EXISTING 3 5/8" BRICK OR STONE SHELL ~ ~ I 12'-3 318 " 3 -10 8 8 11-5 M.0. Q N ER w/ AIRSPACE o! WEATHER RESISTANT BARRIE , DOCUMENTS YE E ~ { o/ 8" METAL I (EXISTING) 0/518°'DENS-GLASSGOLp SHEATHNG M.0. I I I EQ. EQ. STUDS (18 GAa s 16" O.C. w! R-19 FOIL FACED (ERIC-25) r i- ~ I GATT INSULATION wl VAPOR BARRIER r ~ II I I I b ~ \ >r:; .:,•::;r:: - INT. I 1 ~ I ~y I I o I EXISTING STEEL co1.uMN - 4 o I I I I 8y0 I~h ~ l S SHELL DOCUMENTS I TENANT EE ~ , I ~ ~ ~ I I 11 ING of EXISTING 5/8" GYP. BRO. of EXIST. 1518" FURRING g SIDE I UL DES. F RR 5/8"N x 1518"W x 15 518"L GMU . I I I ~ I L--- ' -J II +U904 8 GMU 16 O.C. o/ EXISTING 1 ~ - - ~ A TITION fGLASSIFICATION C-3, 3 HR) w/FOAM-IN-PLACE ~ i' I I 1 A I - - - ~ ~ ~ _ ~ 3 HR P R i ~ t First Avenue INSULATION, 3 NR RATED WALL 3 _ 2114 1500 Wes I I ; ' k ~ Columbus, Ohio 43212 I I 6 TA-1.4 2 I I ~ (EXISTING) (EXISTING) SUM 114p I I I ~ I I I i = I BI -EXISTING 5/8 MOISTURE RESISTANT GYP ~ P: 614.488.6252 BOARD I i~ 5 28 963 F• 614.488.9 ~ I 15 5 8 28 15 A - ~ C I - - I - I _ , I I I ~ - ~ ~ ~ 11~ 41/2" RRr,tilrF~"TS ' ~ 114E ,i O O I STORE- EXISTING KAWNEER TRIFAB VG 451T SERIES, 2" x 4112° PROVIDE NEW 518° GYPSUM BOARp I _ _ FRONT WITH I" INSULATED GLARING - _ I I ATHING o! 15/8" (25 GAJ METAL C ~ SHE I, ~r _ - I i _ - 2 1 _ - I~ STUD FRAMING (EXISTING) -r I II _ - I I ~I ~ ~ ~ - I . I I I 4" I~ I 1~ ~ .ICY I ~ I., . i M I' M I v ~J VESTIBULE NEW KAWNEER TRIFAP II SERIES, 1314" x 4" WITH 114° TEMPEREp GLAZING - ~ 9 I~. I i~ I' i I ; L : - 6 W) (NE ~ I~ I I , . - M I _ t. I I. _ I 101 I I e •sry I I I I 13 r ro ~ , I ~R~~X~R I ~ ~ i i I I 45 I I I 5/8" TYPE 'X' GYPSUM BOARD (EAGN SIDE) IN . 11i4" UL DES. TENANT EXISTING ~ SOUND I ~ ; I~ 110 F K I I I C "U435 DEMISING o/ 6 (20 GA) METAL STUDS 24 O.G, wl 6 y„• , _ _ G ATTENUATING GATT INSULATION - EXTENpS FULL HEIGHT s:~s~;~~~, ~ m ~ I NR WALL ~ : ~ J l4 . I I~ l I I I ~ ~I~ _ ~I 21 I II r 01 yGpJ.~r I I/4 - I -0 . TYP. I ~ I.:: I I I : I I I ' ' - XISTING 5/8" MOISTURE RESISTANT GYPSUM INT. (EXISTING) EI E ~ BOARp ~ I~ ' I' I I I i I I I O1+FIC~ I i _ . I' I I. e I _ I I I = _ J..... _ _ 0 I 105 I I I I w ~ - I 0 0 ' I + ,I I n - ~ I I 14 I I I ~ ~ 0 22 rYP. I I "MOISTURE RESISTANT GYPSUM BOARD (EAGN SIDE) 1114" INTERIOR 5 8 PARTITION o/ 6 (22 GA - .0210 MINA METAL STUDS a ib" O.C, w/ _ _ 21 II I 15NW~5N i I I I i ~ q r- ,I 21 I 23 11 I F 3" SOUND ATTENUATING GATT INSULATION -EXTEND TO pppp'''''.,, ~ ro ' ~ 6'-2" 35/8" 'I 3'-43/8" - II I 10 19 13 KI ~ (NEW) UNDERSIDE OF DECK (UNLESS NOTED OTHERWISE) ~ ~ ~~ii : ~ SURFACE= MOUNTEp vERTICAL = ' ~ ' ~r I ~ I I - I II I Is I I I 35 CONTROL JOINT (USG CONTROL 'FI' - 5/8" MOISTURE RESISTANT GYPSUM BOARp (ONE ~ Jl .,.I I 2 , 1 I , II I I _ I ~ I III IS~~ . ,,x''~ ~1: r:r. I I I TNT X093) AT 30'-0" O.C. MAX. t 518" GYPSUM BOARD (OTHER SIpE) 't' JO SIgE) I I I 3 I III h I? I lI, I I I ~ I j I III k~_ __~l X11 F I I I m r. I ~I ' - 518" DEMENT BDARp ADJACENT TO EXHAUST ~ - _ _ I dl a 1 I ' ~ IIf II,~ ~ I NAGS ~ 5/8 GYP. BOARD ~ HOOD - EXTENq BEYONp HOODS MIN. I'-4" - - 21 I m + N ~ ~ ,;,,w,..~ 109 I I - ~Z , f TYPICAL sx ~ e . >a . , I S ARTITION pETAIL LITA-2.1 EE P N I --~---,.III I, I = I I I ? ' ! I I I ~ ~ 1111 } ~ I I ~ I 0 h1 I I lUOMkN I 1 1 i I = I I I F2 I I I-~' =-':1JI Fl'. I' I I ~1 I I ~ F d. I I I l___ r~ , _ I I 21 I ~ f 108 TNT RIOR 5/8" MOISTURE RESISTANT GYPSI~'1 BOARD IEACN SIpE) 1114" E PARTIAL o/ 6" f22 GA -.0210" MIN.) METAL STUDS a I6" O.C. w/ ,,«,~u.; :,K.:,:Y. - IMP 11104 II ~ I I _ I` a ~ I - P I ~ 60 AFF. I - I i ; ,n I I F Kl I v I I 3 I-, I I I ro 3" SOUNp ATTENUATING GATT INSULATION -EXTEND TO ~ • ~ „ o HEIGHT ~ ~ KItCN~N 24 I '9 - a~ 2 I FI I ~ i ~ 108 I I I PARTITION 4'-0 Ill" AfF. -VERIFY HEIGHt w/ EQUIPMENT YENDO 104 ~ , I 12 4 I F I yI I _ I 10- ~ o I , I ' ' - ST SIS?ANT GYPSUM BOARD (ONE ~ (NEW) Gl 518 MOI URE RE ~ _ :o:. _ T- I _ C~1 t Y 5UM BOARp IOTNER SIpE) SIpE) 518 G P I ~ li .-1 f I I \rrrrrrr~r r rrr rr..r. ~I 60' AFF. II N I I 11 - N.~ M TAL STUp FRAMING PROVIDE METAL STUD AT E li I II I 8'-9 U2 " 3 5J8 " 4'-6" ' I I III .I I 13 -0 6 -0 I 5 -1114 I I AS SCHEDULEp -SEE EAGN SIDE OF CONTROL JOINT SEE PARTITION DETAIL pITA-1.Z PARTITION SCHEDULE ~ 9'-10" 6" 91.41' I I . _ _ I--------- a 1=====____ ~ I I ,I . , I ~ I III ~ - h I 1 _ I . 1 _ SHEET TA-I.1 1114" I , r, ~ ~ II a~ I INTERIOR 5/8" GYPSUM BOARD (EAGN SIDE) o/ 6" (22 GA - . „ . PARTIAL .0210" MIN,) METAL STUDS ~ 16" O.C. -EXTEND TO - , 22 1 _I;I I ~ I II I q 14 III I II I I - _ u III , I ~ I 3 N i t III---- y I I I 11- ~ I• I I~-____'~ ~I TYP - II. HIEIGHT 4 -0 A.F. ~3 ~ y ~ Q~ ~ I I ~I III - I I~` ; I - I I ,I I , I I I . : PARTITION O - SEE PARTITION pETAIL C/TA-12 O _ I , ~ , ~ ~ I; I' I I BI=LOW I I III ~ \ I . II I I } I I I II ,111 I II Il~e'_ II. (NQN RA1~p) (NEW) I, I I I ' I I I 4 - ; j III I I I € i € I I 11 I I T I I l i ,i II I: I I I I i I 11 23 ' I ~ 4 _ Ili II ! I I Ij T T"' O ' II I I I I F2 I I " III III I u' II 11 I ~ i I I, I II ,_011 II 41_ II I 28 -10 318 I Z 41(8" ~ I`~ INTERIOR 518" GYPSUM BOARD (EACH SID(=) o/ 3 5/8 (22 GA - . " SOUN . I I I I 13 I I I. I I _ PARTITION .0210 MIN,) METAL STUDS a 16 O.C. wl 3 R ' 'CI' TT DATING GATT INSULATION -EXTEND TO 6" ABOVE > • ~ 1'~ I 6~ _ - J ` ~ I--- -I-------- I < A _ L. T- c0 ~ (NEW) FINISH CEILING HEIGHT - I cD - I ~ , ~ I , ~ ~ I I 1 w 'JI' - 5/8" MOISTURE RESISTANT GYPSUM BOARD (ONE ~ X J ~ ) t 518" GYPSUM BOARD (OTHER SIpE) td SIDE I v In: I w ~ ~ I , I B , ~ e II ,I ~ ~ I I o SEE PARTITION DETAIL MITA-2.1 ~ 4 23 I,I I ~ I ~ TA-IJ I I 0 i~ T II I II I 60 A~~. I I I. I L _ o < . I I z ~ , 5/8" CEMENT BOARD (EACH SIpE) o/ 3 518" (11 GA - , 41/8" N rolLEr 0210° MIN.) METAL STUDS a 16" O.C. wi 3 SOUND ~ Y ROOM 10 - XTENp TO UNDER- ,:~.,°~y~;.~><,~~: , ~I I I I I 1~ A11 NUATING GATT INSULAT N E ~ ~ II ~ I ~ I a I z I I I I PARTITION E ~ SIpE OF DECK = _ ~ ro ~ o t I I ~ I II I „ : ~ I I 4 I , (NEW) ~ , _ SI l t 5/8" GYPSUM n N KI 5/8 CEMENT BOARD PONE DE 11 . ~ 11 { I I ~ _ ~ I I i : ~ 1 I ' : ,TYP I K) OA fOTHER SIDE) ~ B Rp C r $ i I Q + I TYP. , I;; I I -I----~ ~ _ I TITION DETAIL UTA-2.1 CO SEE SIMILAR PAR i , . I V w n 34 I _ L ~ I Q - ~ 60 AF II :I I III I , I lL ~ L r.~ ,III I I I I E N r t 5/8" CEMENT BOARD IONS SIpE) o/ 3 5/8" 122 GA - 4 I/4" p, I i , a " I ) ; j t I I III I ~ ~ _ I - TA-2. GOOK ° .III ; I 31 I _ I ,n . TOILET ,0210" MIN.) METAL STUDS s 16" O.C. w/ 3" SOUNq -.6.. v ROOM tt N - XTENp TO 6" s ~ ~ ~~~t'' ~ ~ N~ I I I III I r KItCN~ _ ' I _ N s I 1103 II JI I lNINCs I : ' 21 I I 1D3 I } II ~ _l I, I T DATING GATT INSULA 0 E PARTITION AT EN ABOVE FINISH CEILING = _ ~ - - 0 I > - r I 102 _ _ ~I I I I (NEW) ~ ° ~ N ~ F1 I I I 22 I : I I I 11 11 I ~ m N C :1 , ~ I r, I TYP. I I A1~JAC~TI I I. I ~ _ TYP _ tpdANt I ~JAC~Nt ~ I I ~ j I I . TI=NANt d' (N.IC~ 0 5/8" GYPSUM BOARD (ONE SIpE) of 1518" (25 GA - 2114° J 35 I I I , ApJAC~Nt I = ' I II II I- o, " ' (~I - r DO R O .0119" MINA METAL STUDS g 16" O.C. - INFILL AT DOOR ~ INFILL _ J ' t~NANt 12 - I I I II LOW I e I ~ rN.ICa I ..I I l ~ .L' I M wl FOIL FACEp (FRK-25) SEM1-RIGIp - = L PARTIT{ON OF'ENiNG c;, I I I I , INSULATION n ~ 0 I I I I I: I I (NEW) - r! T1 w ¦ r_ N Im I I - ~ I I : v ~,.I I : I I . . 7- I 3 c~S ~ ~ ,la', I I I ~ - I I I ~ O I ' I I I ' I ' ' _ L, ' I II f, NOTES ~ ~ a AT INTERIOR FACE of WET WALL PARTIT1oN6 INCLUDING Bur ~ I. PROVIDE 5/8 MOISTURE RESISTANT GYPSUM PO RD „ T MIT TO PAR "101 COOK KITCHEN "103, PREP KITCHEN X104, E pISNWASN "106. PROVIDE 5/8 CEMENT BOARq r 0 NO LI Ep ~ AUST HOODS. PROVIDE 3" SOINp ATTENUATING GATT INSULATION E 2 I I F€ I 12 I , I ~ I ~ I I I I _ I I I N AT MENS X101, WOMENS +h08, AND ADJACENT TO EXH ~ O V I I I' I 41_bn I - I a II I i e _ . _ I ~t AS NOTEp IN WALL /PARTITION SCHEDULE. ~ MM L ~L 1~ ~ 9 I I I - '~:3 - - I (n ' YI GYPSUM POARp CONTROL JOINTS AT 30'-0" O.C. AT ALL INTERIOR PART(?OHS, SEE DETAIL C/TA 1.1. L, 'p 2. PRO DE a-+ ~ R~ I , I' I , t > I I i ' I I I I FI SAFING ANp LAYER OF 'TREMSTOP' ACRYLIC SEALANT SNOULp BE PROVIpEq A? ALL PARTITION / O 3. EXISTING RE XISTING CONgITIONS ANp C ~ I Nr I . I t . FURRIIJCs CAVATIES / vOIpS AT ROOF DECK ALONG RATED PARTITIONS. G.C. VERIFY E ~ ION THAT DOES NOT MEET RATED PARTITION CONS?RUCTION (v Q NOTIFY ARCHITECT OF ANY RATED PARTITION CONSTRUCT } I I ~ m I _ I I I . ; _ -L I REQUIREMENTS. : TITIONS EXTENpING TO UNpERSIDE OF ROOF DECK E 4. PROVIDE 2112 DEEP LEG pEFLECTIDN TRACK AT ALL STUp PAR ~ O ' , I _ I I I N J - I - I I I KlTA-2.1 ? 3 OR STRUCTURE. SEE DETA L L. ~ Il I ~ - la I I I I I N TYP. I I , , V! ~ MU AND SAND SMOOTH) ALL INTERIOR GYPSUM BOAi~ SUI~ACES READY FOR FINISHES. ~ 5. PREP f TAPE, D, C ~ (J} ~ I I I ~ Czl ~ ~ - M TAL CORNER PEADS AT GYPSUM BOARp WALL CONpI?IONS ~T 6. PROVIDE METAL J TRIM EDGES ANp E i I , L.. I I I - I L~, I , 0. 1_ I I 17 TITIONS AS REQUIRED FOR N .Q O TWEEN STUDS WITHIN WALL PAR O 1. PROVIDE: 2x812x10 AS NOTEq) F.RT. WOOp BLOCKING BE FY ANp COORp- O • I eti I I ' _I_ I TOILET ROOM ACCESSORIES, ETC. - G.C. TO VERI L > I NT EXHAUST HOODS, COUNTERS, TENANT EQU PME SENTATIVE E TENANT VENDORS PRIOR TO ~ -~J I ' - - 14 I 'I , I INATE ALL BLOCKING LOCATIONS 1 REQUIREMENTS WITH TENANT REPRE Q 0 h ~ O ..........I TYP. 0 I I ~I I ...L J 21 F 1 I SHEATHING PARTITIONS. Copyright 20D6. All Drawings are and shall remain the property o[ Ford & Associates Architects, Inc. I I 21 ~ rA-2.1 ,39 I I ~ I rA-2.1 q n ~ A I I I, y. ` ~ ~ 15215AU,MILL ROD I I and may not be used, duplicated, or altered ~ i ~I I DUgLIN,ON43O16 ~ >>~thcut the written consent of the Archllect. ' ~ I. 34 34 i 2'-4 3lS , 1 1 ~ I , ii ~ I I. 34 21 ~I I'6'-6.. I 1 1 . . _ I I ~ I 2 I II 1 ~ I . ~ I: /1 .,.,,,,,~~r ~..e r~..,m nT ev~~nitar unnntzat u~nrm .'(rG ®et,r, EXISTING SHELL BUILDING STRUCTURAL 5TE1=L C;Uj_IJMv U rM1VYIVG LAO tAAIKe NI n - G I CE5 BAIL 11 1 I 7A ~.I J I I CONSTRUCTION BLOCKING BETWEEN STUDS WITHIN WALL PARTITIONS c' W/ GYP. BRD. BOX-OUT (TOP OF BLOCKING HEIGHT ABOVE FINISH FLOOR I I J 1 5 , 101 tYP. I 1 1E5g710_11B 2 EXISTING SHELL BUILDING STOREFRONT SYSTEM AS NOTED ON FLOOR PLAN) AS REQUIRED FOR N!p,RK I - EXISTING TENANT EQUIPMENT, EXHAUST HOODS, COUNTERS, t~ P. FONT ENTRANCE DOOR w/ EXIT DEVICE ROOM ACCESSORIES, ETC. G.C. UTO VERIFY RS FORD 3 STORE R I - COORDINATE CYLINDER /KEYING FOR TENANT TOILET AND COORDINATE EQUIPMENT BLOCKING REQUIRE- 9337 g(D ~ ULE 35/83 5/5 21 I I EXISTING SHELL BUILDING SERVICE DOOR - GOORD. MENTS WITH TENANT VENDORS PRIOR TO SHEATHING G 4 Q TfT10N5 W , n --n - - - - - - - - - - - - - - - N CYLINDER I KEYING FOR TENANT WALL P R r i I I --1 r - I' - 24 LINE OF NEW ROOF TOP MOUNTED HVAC UNIT - ` - - - 5 EXISTING SHELL BUILDING STEEL BOLLARD INSTALLED 1148 EXISTING SHELL BUILDING ASPHALT STOOP/RAMP TENANT COOLERiFREEZER SUPPLIED R BY TENANT VENDOR IS!REVIEW RE I ~ I I 114A I I T LINE OF EXISTING SHELL BUILDING ROOF TOP MOUNTED 6 FIRE ALARM PANEL - SEE ELECTRICAL SHEETS VISION DATE i I I I I I ~ I A I I ~I II HVAC UNIT 2006 21 FIRE ALARM EQUIPMENT (ANNUNCIATOR, HORN, OWNER 2B 05 JULY JULY 2006 I I A 1 I I I 1 G I 11 EXISTING SHELL BUILDING ELECTRIC SERVICE WIREWAY STROBE, AND/OR PULL STATION - SEE ELECTRICAL PERMIT oa JAY 2006 APRIL A ~ i I I I I ~I I I 1 1 2 I I 2 3-T-- A .I 9 TENANT ELECTRICAL PANELS - SEE ELECTRICAL SHTS. SHEETS BID ISSUE 82 JAY 2M6 1 1 31 I I III I I I I I 1 r` 1 I II I , 1 28 LOCK-IN-PLACE EXISTING SHELL BUILDING SERVICE 10 JULY 2006 I 1 1, , , I I , II I I I I f, ~ I 17y .I 10 TENANT TELEPHONE SERVICE 4 F.R.T. PLYWOOD BACKER DOOR - PROVIDE INFILL WALL CONSTRUCTION FLUSH BOARD - SEE ELECTRICAL SHEETS WITH EXISTING I I I , I I I I ~I I ' I I I 1 { I I U---~ I 1~ I I I I I I I y' I I I ' 111 I 1 ~ I I I I ~ ~v II 11 VESTIBULE STOREFRONT SYSTEM WITH ENTRANCE DOOR - 29 TENANT GREASE INTERCEPTOR - SEE PLUMBING SEE SHEET TA 2.1 SHEETS - REMOVE PORTION OF EXISTING GRADE I I I I I I I I II SOFFIT ABOVE (SEE SHEET TA-13) PAVEMENT AND SUB-BASE AS REQUIRED FOR 12 LINE OF INSTALLATION - PATCH AND REPAIR PAVING TO 1 III { I I - - - - - P.6 - - - - - - - P.6 13 TENANT SERVICE SINK - SEE PLUMBING SHEETS MATCH EXISTING - - - II 14 NEW 4" THICK CONCRETE SLAB w/ 6" x 6" WIA x WIA PROVIDE 'BOXED' POST (2) 3 5/8" (20 GA) TRACKS WELDED WIRE REINFORCING OVER 10 MIL VAPOR t (2) 3 5/6" (20 GA) STUDS AT END OF PARTITION II I, I I , I BARRIER o/ 4" MINIMUM COMPACTED GRANULAR FILL - FOR 'BOX' HEADER SUPPORT - BRACE POSTS TO 1 CDYM50L LEGEND PROVIDE SMOOTH, CONSISTENT FINISH FLUSH WITH ROOF STRUCTURE ABOVE - SEE DETAILS F E J/TA-2.1 - Q EXISTING -NEW SLAB MUST BE KEYED INTO EXISTING POST (2) 6" l20 GA) TRACKS -I---------------------------- ADJACENT SLAB CONSTRUCTION 31 PROVIDE 'BOXED P 1 I I 0 PLAN CODED NOTE TAG t (2) 6" (20 GA) STUDS AT PARTIAL HEIGHT PARTITION E TENANT FLOOR (SEE THIS SHEET FOR SCIHEDULE) 15 EXISTING SHELL BUILDING ROOF DRAIN LEADER FOR SCREENWALL BOX HEADER SUPPORT BRAG T N AND DETAILS PARTITION /WALL TYPE I6 EXTERIOR SANITARY CLEAN-OUT _ SEE PLUMBING POSTS TO ROOF STRUCTURE ABOVE - SEE DETAIL PLA B1TA-I~ I I I III I (SEE THIS SHEET FOR PARTITION SCHEDULE) SHEETS I I ~ I III I ~ I I I , I I I 4 31 LINE OF SOFFIT /SHELF ABOVE FAA# 05225.00 BOOR NUMBER TAG 11 EQUIPMENT, COUNTERS, SEATING, ETC. SUPPLIED I I I I JI~~. T TA-2.1 FOR DOOR SCHEDULE) INSTALLED BY EQUIPMENT VENDOR 5/8" GYPSUM BOARD o/ 1518" (25 GA) METAL STUD (SEE SHEET 33 I , COLUMN 'BOX-OUT' - EXTEND TO 6" ABOVE FINISH I I 0 EXISTING DOOR NUMBER TAG 18 HOT WATER TANK - SEE PLUMBING SHEETS CEILING (SEE SHEET TA-2.1 FOR DOOR SCHEDULE) I 5.9 6 b,05 6.1 19 WATER 5OFTENER SYSTEM - SEE PLUMBING SHEETS 4 3" x 3" TUBE STEEL POSTS w/ BASE PLATES AT STOREFRONT SYSTEM TAG 55 5 S 6'-0" +l- O.C. (EQUAL SPACING) - EPOXY ANCHOR (SEE SHEET TA-21 FOR STOREFRONT ELEVATION FLOOR DRAIN - SEE PLUMBING SHEETS 4.2 ~I EXISTING WALL / PARTITION I SANITARY GLEAN-OUT AT FLOOR - SEE PLUMBING SHTS. PARTIAL HEIGHT WALL STUD FRAMING 2 TA1.1 NORTH TO FLOOR SLAB -SET POSTS FLUSH TO FRONT OF (SEE SHELL B LD ~ UI ING DOCUMENTATION) NEW WALL / EXHAUST HOOP EQUIPMENT TO BE 5 BRACKET MOUNTED FIRE EXTINGUISHER E SIGN - PARTITION 22 LINE OF KITCHEN 4 LOCATE PER LOCAL FIRE PREVENTION AUTHORITY'S GER CENTRE KRO TENANT r-LOOR PLAN Mir, (SEE PARTITION SCHEDULE THIS SHEET) INSTALLED BY TENANT VENDOR - G.C. VERIFY COORDINATE F.R.T. WOOD BLOCKING REQUIREMENTS DIRECTION WITHIN WALL PARTITION b LINE OF NEW ROOF TOP MOUNTED AIR HANDLING UNIT ~ WINDOW I STOREFRONT SYSTEM (A) rTM wA . 1/4" : I'-0" _ _ _ _,w__e.M~.._.. - _ _ CO z N o0 N 3 _ ~rn " E 4 4 ~ o in ~ ~ 3 ~ ~ o ao ~ o+ ~S m~•vc ~ r`~. I ~ ~ ~ a~~~~ ` ~y ~ 1000 GALLON ' I Z 3 ~ ~ W WATER SERVICE PIPING A. COORDINATE ALL WORK WITH DEVELOPER, GENERAL CONTRACTOR AND OTHER TRADES. I GREASE INTERCEPTOR F'~ w ~ ~ I SEE DETAIL ~7 ~ ! z d ~ ; CW COLD WATER SUPPLY PIPING B. FIELD VERIFY ALL EXISTING SERVICES AND INVERTS. ' ~ , I ON SHEET TP-1.2 E'' ; i ~ ff ~ J ~ ~ ~ 3 CONTRACTOR SHALL MAKE CONNECTIONS TO BUILDING SERVICES. Q I E ~ ~ ~ d I ~ ~ ogya HW HOT WATER SUPPLY PIPING I ~ I ~ ~ ~ " Er , / I 'I C. SANITARY, STORM AND WATER SERVICES INSTALL UNDER BUILDING SHELL CONTRACT. HWR HOT WATER RETURN PIPING I ~ ~ I D. GAS SERVICE INSTALLED UNDER BUILDING SHELL CONTRACT. SANS--~-~ SANITARY PIPNG P.C. TO INSTALL METER SET. 1 ~ ~ I o i ' ~ W 13 VENT PI I II E. 4" AND SMALLER SANITARY WASTE PIPING (SCHEDULE X40 PVC) LOCATED BELOW FLOOR SLAB EXISTING ~ FD I SHALL BE PITCHED A MINIMUM 1 8" PER FOOT. COORDINATE WITH FOOTINGS. EXISTING ST STORM PIPING / 1 VALVED 1" VALVED CW. 4 ~ ~ ~ r W SEE DETAL ~1 I F. COLD WATER AND HOT WATER SUPPLY PIPING TYPE 'L" COPPER LOCATED ABOVE BOTTOM SEE DETNL F FIRE PROTECTION PIPING ( ) ON THIS SH ON THIS SHEET.. E MECI M0403-HS III°~° ;~I~I~; LO ER TRUSS CHORD OF ROOF JOISTS. C04RDINATE WCM STRUCTURAL STEEL i OF W I, GAS LOW PRESSURE GAS PIPING G. GAS SUPPLY PIPING (SCHEDULE X40 BLACK STEEL) LOCATED OIN ROOF. . I I 3' - " ~ I 1 4 CW ~a E;, `4 3/4 HW e : I ~ ~ : E CW XXK---- NEW PIPING ' H. ALL PIPING SYSTEMS SHALL BE COORDINATED WITH FlXNRING FLAN, >t 2' VENT 3 4" HWR HW ARCHITECTURAL PLANS ANO STRUCTURAL PLANS. COORDINATE PIPING ROUTES (E)XXX EXISTING PIPING ` ~ / j WITH STORE FXTURES, SHELVING, RACKS, DUCTWORK, UGHT Fl)KTURES, ETC. ~I REFER TO ARCHITECTURAL AND STRUCTURAL PLANS FOR MINIMUM MOUNTING HEIGHTS. ~ F-- UNION j . ~ 1/2 SCW ~ f 0{~ICE UCWF I I !I ~ DIRECTION OF FLOW I J. ALL PIPING SYSTEMS SHALL BE COORDINATED WITH OUTSIDE AlR' INTAKES. ~ ~ PROVIDE 10 -0 CLEARANCE IN ALL DIRECTIONS FROM VENTS THRU ROOF TO ~ " SCWF I I I r " FD R 1-1/2 ~ ~DI8NW,4SH F ~ ~ 1 R 1 1 1 I GATE VALVE (UNE SIZE) I~ OUTSIDE AIR INTAKES. ii i 4. cw ~ ~ - ~ I I I a ~ ,I s ~ . cw -j,:~--- BALL VALVE (UNE SIZE) K. PROVIDE BLOCKING FOR ALL PLUMBING ROUGH-IN. COPPER PIPE SOLDERED TO 4 ; • CO ~ ~ METAL STUDS WILL NOT BE ACCEPTED. 1 ~ ' u u u -u • CHECK VALVE (UNE SIZE) I . L PROVIDE PLASTIC ISOLATION SEPARATORS FOR ALL COPPER PIPING RUNNING • CO I I`•'~ I I CO Q Q I 1 n I~I.L BALANCING VALVE (UNE SIZE) ~ THRU METAL STUDS. INSULATE PIPING BETWEEN SNDS AND IN WALL WITH 1 - HWR 109 1 2" RIGID FIBER GLASS PIPE INSULATION. / LUBRICATED PLUG VALVE (UNE SI E) - I Hw _ _ ~D _ `t M. ALL PIPING FOR PLUMBING FlXTURE ROUGH-INS TO BE LOCATEID IN WALL PUMP UNLESS OTHERWISE NOTED. W I ~ - - -Glw- - ~ 4. o VALVE BOX d< SERVICE SHUT-OF VALVE N. ALL WALL AND SLAB PENETRATIONS OF MASONRY CONSTRUCTION TO BE CORE DRILLED. • ( ~ ~ - - ~ 1 r...._...~...1 ~ • ..................5.................... g , COORDINATE WITH BUILDING SHELL STRUCTURAL ENGINEER. FD t I } Yr7B 1 L 1 2 1 • , l~ i • SHOCK ARRESTOR p. PROVIDE CW AND HW SHUT-OFF VALVES, ON BRANCH PIPES, AT EACH GROUP OF FIXTURES. 4 ~ I 4 ' R. PROVIDE SHOCK ARRESTORS AT FACH GROUP OF FIXTURES. 51ZE PER lJ`~ ~ u u u..V........ u ~ CO 11 PRESSURE GAUGE MANUFACTURER'S REQUIREMENTS. C 4" ~ ~ ~ Y N 1~" S. PIPING LAYOUT IS ONLY SCHEMATIC. EXACT LOCATION OF PIPES TO BE COORDINATED L CA pu W 4 ~ ~ THERMOMETER ~ WITH BUN.DING STRUCTURE AND OTHER 1TiADES. PIPING SHALL BE KEPT PERPENDICULAR u>.~. ~JIJ~~ W r • . , CW ~ AND PARALLEL TO WALLS AND FLOORS. ~ X NOTE DESIGNATION ~ ~ u~~ tip ~Irc~rt ~ I ~ ' 3 3 3 3 ~ ,.,--..m 3 f U (Z~ SSE! I X t UNIT NUMBER DESIGNATION T. BUILDING SHELL WORK, INSTALLED UNDER SEPARATE CONTRACT, SHALL BE AS il~~ ~ I(E)SAN ~ ~ . ~ _ ~ X NOTED ON DRAWINGS. TENANT IMPROVEMENTS WORK SHALL INCLUDE ALL WORK WITHIN S~ OINT OF CONNECTION BETWEEN EW AND TENANT SPACE. • ~..m.~......~ I ~""1I i A P EXISTING WORK f ~ .i `,.ll f ~ li.. i ' U. PLUMBING SYSTEM TO BE INSTALLED PER LOCAL PLUMBING CODES AND HOMESTEAD ~ - ~ BUILDING DEPT. RE UIREMENTS. 1 o V.S.L VERTICAL STORM LEADER Q W` - ; - I WA SOFTENE m_.._.........._.........~ - ~ ; E ~ BRINE TANK ~ m.. ~ ~ m... ' . ~ I ; . - ~ I SEE DETAIL ~6 f0 ~ ~ RAIN V. PLUMBING CONTRALTO SHALL OBTNN PERMIT'S AND PAY ALL FEES ASSOCIATED ~ ~ ' ~ r ~ 0 ~ R.D. ROOF D R y :I ~1 ~ WITH PLUMBING WORK SHOWN. r I D ~ i 1 ~ ON SHEEP TP-1.2 ~ ~ r I: 4 E"; I: F.S. FLOOR SINK FD ~ 2" GAS UP THRU ROOF I ® F.D. FLOOR DRNN 5 ® ~ - - -I - i . . - . , ; f i ;g WATER HEATER Q H.D. HUB DRNN SEE DETAL ~2 ON SHE R.1 ~ Y': ~ Y,' ~ ~ i ~ Q C.O. CLEANOUT (CO-1) i. j~ o-II C.O. CLEANOUT PLUG (CO-2) t ~ ~ \ f ~ C.O. OUTSIDE CLEANOUT CO-3) ( ? c F' ~ I ~ ~ r + r t ~ /I .c SINGLE HOSE BIBB INSTALL 42 IA.F.F. 3 ( ) { ~ ~ ' G I ' ,c WALL HYDRANT (INSTALL 18 AB FlN. GRADE) I I , _ ~ W W... y... y... G W.. P.C. PLUMBING CONTRACTOR I ~ I p t~,.~..~, r 1 .,-Y..-.,,,,,r-_-.. O ~ 5 ! ' F.P.C. FIRE PROTECTION CONTRACTOR I PIPE ~ DROP i I ~ . H.C. HEAT AND VENT CONTRACTOR ~ ~ I ' y r I ~ ~t E.C. ELECTRICAL CONTRACTOR ~ ~ 33 ~ I I FD I I PIPE ~ G.C. GENERAL CONTRACTOR ~ 5 . , • - ~ ' ~ I ~ DROP ~ r E-- ' I `I ~ ~ { I t; i i~ I ~ u....~. 2 GAS L. I V--.mm - v y I I I - O ~ ~I ~ ~ I I N I ® f-~---------~ N COOKS / I 2 • : . ~ ~ ~ ' ' KItCI~N`~ i' 3 I r O /f . • ~ I ' ~ ~ DING 1'~ • , I . FD ...W.. W.. , 7 ~ ~ti 2 GAS ` F ~ UP THRU ROOF I ~ { I ~I r r ~ ~ ( I / 1 . ~ ~ ~ ~~w 1...., I; ` o,~FI:M.w.f.~+~. ~ Cv ................................m~~..,.......... h.:. .:s. C' ~E is j- EXISTING ~ 4" Spry.-1- c - a I I 2 CAS SUPPLY PIPES 1" CW i 1" HW I l: . 3/4" HWR I .f......~~_ ' V ~ i ® IA 1 /2" SCWF M ~ - 3/4 UCWF , ~ ~ I I I I ~ I N 4, 4 ~ I I t II ~ ...............~,.._._m_.~~ ~ r ~ ~ ~ RTU-4 300 MBH I ! , ~ ~ L 0 F --T ~~t y ' _ ~ ~ Iles r I I: C ®,J I ` SEE c~ 0 ~r ~ , I I I Fti I~ ®I n 2 GAS PIPE ~ ~ I u --uou u u ~ i ' ~ sracK ~ ~ ~ , , ....a m..lm.. ....,..~.....L..... ,..n...........r.... ~ w • I I I DROP THRU ROOF. I I I / I I I I RISER' 1" M ~ I ~ TO WATER HEATER, I I I MB L~ J 120 H I I > > '~"J I / - I I; ~ ~ c~ ~ I I i I; L ON SHEET Tfl'-1.3 4~.~ I 9 I ~ ~ L_J i s I I I ~A i Itil 'I I ~ I I ~ _ il~ ® W ~I I;I I I ~I I + ' i I ' I I ''t I ~ `V r 0 s' I I ~ 1 ~ I``I ~ u I I `T-I®IUI ~ `i A? II II II 5 W w I u pl f=-~ ( I I I I I I ~ ~ M I I I I I I ,s'~ L ~ (`T ~'T ~T L=~~ I I I I C I ~I ~ a I I d' ~ m m W . ~ I I I =~y I I I I I I I 4 n ~ Ia 3 E ~ I I I I I m.~ L.___ .a , .......-j ~ O I ® w EXISTING EXISTING EKISTING ii i~? I ~ ~ 4 ! ~ ~ ~ ~ ~ cd O L_J~ ROOFTOP ROOFTOP ROOFTOP I`~~ UNIT UNIT UNIT I i 3 i ~ ~ ~ ~ ~ ~ wt n' w `V 120 MBH 120 MBH 120 MBH i W co ~ ~ 1 ~ 2 ~T I O aye ~ O N I ` r' ~ r ~ O ®~,®®®m®m~®®®® NSF®,~ m ~ ,~I ~ MAU-1 I I 1171 I ~ NE I 1 ;~9 B 340 MBH d k~ sl ,EI i 1 ~~W h L~===®m®®®~®®® m I ~ I • ; ,rm........ ~ ~ , YE8t18UI.E ~ ~ ~ ~ ; 1• ~ i/ ~ 't ~ I(: ~ ;I 100 C i y jr f i ~ I n t f t ~ ww~~~ (1 III III I I i ! I 11 I ~ OF ~ t ~ py ~ • o~ , m~__.•__m-----m _____TT_____~_~ ~_m._mm m_...._.__. _._.mm~m,mmmm..... mm___._mmm m__ mmmmm m Tm_mT_mmm_m L2' GAS PIPE 'c~ Mc UULLLLEN f r~~ 448 DROP THRU ROOF. E f 9 VIC N L 41 TO COOKING EQUIPMEN i 832 MBH. 3 1 I i 39844,0.. E •9 1 f 1 f I E E f 31 s ST G J t t E E E L s I f /0 NAL I t E I i I I I t E I I i i ~r i I I i f EE i i f i t E t i I I I St i t ~ If' I iE E i I f 5UMEN0I5 i t, f f E i l ' a E tit E I I f 492 gp. I t E E ~t ISSUE REVISION DATE I E EEE E I t 15218AVM1LL RD. i I I i E t OWNER RENEW 28 JULY 2006 I ~ ~ i iE E i I .i........I....................... t BID ISSUE 31 JULY 2006 r a p!D PERMIT ISSUE 31 JULY 2006 s . I...... _W______W__ I ^ i I I I - I I I l 3 I I LE f i I E I I i E 1 I H Q it - TENANT ~i 4.2 5 5.5 5I 6 6~5 6.1 FLOOR PLAN PLUMBING FM# 06225.00 NORTH NORTH PLUMBING ITENAN, ROOF PLAN IM06 TENANT FLOOR PLAN PLUMBING SCALE: 1/8" = SCALE: 1/4" = 1'-0" TP~1.1 KROGER CENTRE J: 0403-HTI Sumenos\TP-1.1.dwg, 8/1/2006 11:52:11 AM, duaneb, Oce TDS400 ~I t z °°°n _ ~ 0`ti O L o U ~ o u1 ~ 's rn oaoE~+ Zv °~d'~c wa ~ W ~ ~ ~ o+- z ii Z 3 v W ~ ~ ~ Z a~i ~ ; W v b ~ ~ oo p_ ~ U V ~ ~ D. N~ EL N MENCLATURE TER HEATER 0 WA REMOTE READER. " F.F. MOUNT AT 42 A. 701 N~ ~ I I S~~i~ A A.O. SMITH WATER HEATER. ~ ~~w3 SPECIFICA I ITEM MODEL N0. BTH-120 II RUN CABLE (E)1 CW BUILDING SUPPLY PIPE IFICATION PLUMBING C 1. KITCHEN EQUIPMENT TO BE FURNISHED AND INSTALLED BY KITCHEN EQUIPMENT 60 GALLON STORAGE I LOCATED AT BOTTOM OF ROOF JOISTS. 120 MBH NATURAL GAS I PARALLEL / PERPENDICUU~R Z CONTRACTOR. SET AT 140' F. HW) I TO WALLS AND STRUCTURE ( ~ I I (E)t CW SUPPLY PIPE w MECI ~0403-HS z z ~ z Z a z z N B AMTROL EXPANSION TANK, I ~ ~ ~ W _ _ U _ ~ _ ~ _ 2, PLUMBING CONTRACTOR TO PROVIDE ROUGH-IN AND FINAL CONNECTIONS TO ALL KITCHE ~ ~ ~ li/ W ~ ~ ~ N ~ ~ EQUIPMENT, MODEL N0. AST-t2 I ~z TY DESCRIPTION ~z I " Q D-a 3 !L 3 W d' l1 W Q m W ~Z MODEL NUMBER U a z a ~ a ? d C`) ~ Q REMARKS 3. PLUMBING CONTRACTOR TO PROVIDE ALL SIiUT-OFFVALVES,BACKFLOWPREVENTORS, ALVE I (E)t BALI. v BELL AND GO BRONZE C VACUUM BREAKERS AND PRESSURE REGULATORS WHICH MAY BE REQUIRED POR FINAL CONNECTION OF KITCHEN EQUIPMENT, CIRCUL4TING PUMP. SERIES PR: I e 10 G.P.M. AT 15 Fi. HEAD, 1 6 HP 120 V. 1 PHASE. I 3 1 WAREWASHER, DOOR TYPE, HIGH TEMP HOBART US FOODSER~ ART US FOODSERVICE AM1S ELEC 314 FRM.3.1 2 6 4. SEE KITCHEN EQUIPMENT DRAWINGS FOR ADDITIONAL INFORMATION / I----------- 3 4 TENANT DEDUCT METER. MOUNT PUMP ON WALL. / 3.1 1 DRAIN WATER TEMPERING KIT HOBART INSTALLED BY P.C. HOBART 314 6 AND ROUGH-IN REQUIREMENT DRAWINGS. D IMMERSION AQUASTAT 4 1 DISHTABLE, SOILED ADVANCE ADVANCE DTS-560-96R 112 24 112 24 1-112 18 S, FINAL PLUMBING CONNECIIONS INCLUDING DRAINS, FAUCET AND PIPING FROM POINT-OF- SET AT 140 DEGREES F. ( ) 5 1 BAG-IN-A-BOX BY OTHEF~S BALL VALVE t BY OTHERS 112 24 2 F.'D VERIFY MECHANICALS WI SUPPLIER CONNECTION ON EQUIPMENT TO BUILDING PLUMBING SYSTEM AND INTERCONNECTIONS BETWEEN EQUIPMENT COMPONENTS SHALL BE PROVIDED BY PLUMBING CONTRACTOR. 6 1 SINK, THREE COMPARTMENT W/ DRBDS AMTEKCO BALL VALVE 0 AMTEKCO C-3-1618.180 112 16 112 16 1112 12 6, PLUMBING COMPONENTS, PROVIDED BY PLUMBING CONTRACTOR INCLUDING VALVES, TRAPS, II 12 1 ICE MAKER W!0 BIN MANITOWOC ICE F BAIANCING VALVE. " " MANITOWOC ICE SY-D6D4A 318 FRM.12.2 112 F.D SHUT-OFFS, GAUGES AND CONNECTIONS SHALL NOT INTERFERE WITH THE OPERATION OF d--1 x 1Y4 INCREASER 12.1 1 BIN, ICE MANITOWOC ICE MANITOWOC ICE B-570 314 FD ITEMS OF FOOD SERVICE EQUIPMENT. G CHECK VALVE. ~ ~ 13 1 SINK, ONE COMPARTMENT W! DRBD UNIVERSAL UNIVERSAL M-IN161814•RD18 112 16 112 16 1112 FD 7. ALL PLUMBING MATERIALS, INCLUDING PIPB, TRAPS, STOPS, VALVES, FITTINGS, SHUT- OFFS,WATER IiAMMERARRESTORS, PRESSURE REDUCING VALVES, GAUGES, UNIONS AND UG VALVE. ~ 19 1 KETTLE, STEAM JACKETED CLEVELAND RANG: H LUBRICATED PL LEVELAND RANGE KET-12-T WISTD-28 112 24 ll2 24 1-114 FD INSULATION SHALL BE PROVIDED BY PLUMBING CONTRACTOR. 20 1 OVEN, CONVECTION, GAS, SINGLE DECK BLODGETT OVEN J DRAIN VALVE. II P.C. TO PROVIDE REMOTE READER BLODGETT OVEN SHO-G 314 55 30 21 1 PASTA COOKER, ELECTRIC FRYMASTER FRYMASTER BSMS-SC 318 30 318 30 1-1/4 FD COOKER ONLEFT-WASHER ON RIGHT 8. PLUMBING CONTRACTOR SHALL INSTALL ALL FAUCETS AND PLUMBING ACCES50RIES K TEMPERATURE & PRESSURE RELIEF VALVE FOR TENANT SUB-METER. COORDINATE EXACT LOCATION AND 24 2 51NK, HAND, WALL MOUNT ADVANCE TABOO " " MOUNTING REQUIREMENTS WIT}I OWNER. ADVANCE TABOO 7-PS-22 112 24 112 24 1112 18 PROVIDED LOOSE BY KITCHEN EQUIPMENT CONTRACTOR OF FLOOR. ~ 25 1 OVEN, CONVEYOR INCOLN FOODSERVICE PF 1 DRAIN PIPE TO WITHIN 6 L I FOODSERVICE PRODUC 1450(1012 DOUBLE STACK 314 120 30 9. INT'ERPIPING BETWEEN DISPOSER SOLENOID, DISPOSER AND VACUUM BREAKER 31.2 1 WALK-IN-COOLER EVAPORATOR KOLPAK fJ THERMOMETER. KOLPAK 1 FD SEE SEPARATELY SUBMITTED MFR DWGS. SHALL BE PROVIDED BY PLUMBING CONTRACTOR. SEE DETA]LS FOR ADDITIONAL INFORMATION. 31.5 1 WALK-IN-FREEZER EVAPORATOR KOLPAK KOLPAK 1 F'D SEE SEPARATELY SUBMTIT'ED MFR DWGS. 10. PLUMBING CONTRACTOR SHALL PROVIDE PRESSURE REGULATOR (SET AT 2S P.S.I.) 112 24 112 FD FOR DISHWASHER. N UNION. 34 1 50DADISPENSER,DROP-IN BUNN-O-MATIC T3 1/4 35 1 ICED TEA BF:EWER BUNN-O-MATIC 1DVANCE TABOO DI-1-10 112 112 11. ALL WATER PIPE ROUGH-INS TO KITCHEN EQUIPMENT SHALL BE INSTALLED wITH , 37 1 SINK, DROP-IN ADVANCE TABOO NOTE. EXTEND CONDENSATE DRAINS 114 TURN BALL VALVES. FRYMASTER FP347 1 244 30 AND TacP DRAIN PIPE FROM ~ TENA ATER METER DETAIL 42 1 FRYER BATTERY, DEEP FAT, GASWlFILTER FRYMASTER NT W WATER HEATERS TO FLOOR SINK WOLF RANGE VT36 314 82 3D LOCATED BELOW H 18. ~ 44 1 GRIDDLE, GAS WOLF RANGE TP 1. N.T.S. 46 2 SALAMANDER BROII.ER, GAS WOLF RANGE WOLF RANGE RB-36A 314 40 30 47 1 SIS SERVICE SINK BY OTHERS BY OTHERS CUSTOM 112 112 3 IN FLR VERIFY MECIiANICALS W1 SUPPLIER 49 1 HOT PLATE, GAS WOLF RANGE WOLF RANGE VH84g 3/4 240 30 ~ 52 1 BUFFETlCAFETERIA, HOT FOOD-SOUP STATION DUKE MANUFACTUR MAAi[JFACTURING E305.25SS 112 24 1 E~D 63 1 UNDERBAR PASS-THRU SERVICE STATION SUPREMEMETAL SUPREMEMETAL CRPT-2436.7 112 F.~D 64 1 UNDERBAR FILLERS & DF;AINBOARDS SUPREMEMETAL SUPREMEMETAL SLD-2 1 FAD 65 1 UNDERBAR HANDSINK SUPREMEMETAL SUPREMEMETAL SL-HS•15 112 16 112 16 1.112 12 31E 66 1 UNDERBAR SINK SUPREMEMETAL SUPREMEMETAL SLB-64C 112 16 112 16 1-112 FD 70 1 SIIJK, DROP-IN ADVANCE TABOO 9DVANCE TABOO DI.1-10 112 112 71 1 COFFEE MAKER, AUTOMATIC BUNN-O-MATIC BUNK-O-MATTC CDBCF 1/4 72 1 ICED TEA BREWER BUNN-O-MATIC BUNN-O-MATIC T3 114 76 2 SODAGUNS BY OTHERS BY OTHERS ~ • INDICATES ITEMS NOT SUPPLIED BY BEST REST .'BEST RESTAURANT EQUIPMENT & DESIGN, INC. ***NOTE: ARCHITECTIICONTRACTOR TOCALCULATE RATED LOADS 1-1/4" HW 1-1/4' CW 3/4" HWR RTETI DEIE.*** ~ & SIZE REQUIRED FOR SERVICE AND P O C VE V C S ~ ~ ~ M 0~ l,J ..IJ I I I O I I e-s ~ ~ ~ I E I I 01 ti + I E I I + i I I I d' + l ~ ~ E II I I I ~ r HWR I ~ I I I 1 FLOOR MOUNTED 3 SEMI-RECESSED 5 COUNTERTOP 7 \ \ , I I I I I HINA 17 ENAMELED CAST IRON 19 MOLDED TERRAZZO NOTE 1: HANDICAPPED FL R M UNTED ITERTOP 7 GALVANIZED STEEL 9 BRASS CASTING 11 NICKALOY 13 WHITE 15 VITREOUS C 00 0 PRESSURE ASSISTED TOILET, r I I G F ~ I I I I 3" i D RECESSED CASTIRON 8 [RON 8 STAINLESS STEEL 10 COPPER 12 BRONZE 14 TAN 16 ENAMELLED STEEL 18 FIBERGLASS 20 MOLDED STONE MOUNT RIM AT NOMINAL 17-112" A.F.F. 0 M ~ I I i I 2 WALL MOUNTE 4 6 I I I I I PROVIDE THE FOLLOWING ACCESSORIES: FIXTURE SPECIFICATIONS TOILET SEAT BENEKE N0.523-SS. ~ t o I I i ~ ~ I PIPING O E E - I ITEM DESCRIPTION ACCESSORIES MODIFY FLUSH VALVE FOR A.D.A. REQUIREMENT'S. V e I ~ • ' + E I ~_i_,~ 2 I ~ I WASTE VENT HOT COLD I I COLD MANUFACTURE-MODEL MTL CL MTG FAUCET SET SUPPLY PIIPES & STOPS "P" TRAP STRAINER MOUNT FLUSH LEVER ON WIDE SIDE OF STALL. w E I I~ I I ~ WG1L WATER CLOSET 4 2 112 AM, 112" AM, STD. N0.2377.100 15 13 Ot McGUIRE N0.2166 NOTE:1 NOTE 2: STANDARD FLOOR MOUNTED ~ 1" Y I I I I E ~ B C i l I I j SUMENO'S GAS METER WC-1R WATER CLOSET 4 2 1/2 AM. PRESS ASSI TED T ILE 1/2" AM. STD, N0.2377.100 15 13 1 - McGUIRE N0.2166 NOTE:1 URE S 0 T. MOUNT RIM AT NOMINAL 14-112 A.F.F. I I i ~ i I I TOTAL GAS LOAD: 1952 MBH _ „ - PROVIDE THE FOLLOWING ACCESSORIES: ~ M E I I 11 I WC-2 WATER CLOSET 4 2 112 AM. I I I I 114 11n 1~;1g I COORDINATE WITH LOCAL GAS CO. 112" AM. STD, N0.2333.100 15 13 1 McGUIRE N0.2166 NOTE: 2 TOILET SEAT; BENEKE N0.523-SS. 1'° O N- N ~ L_-_J I I MODIFY GAS METER I a ~ I SEf AS REQUIRED NOTE 3: HANDICAPPED FLOOR MTD. FLUSH VALVE URINAL, I K D I - ~ i FOR INCREASED GAS LOAD. UR-1 URINAL 2" 1.112" - 3!4" AM. NOTE: 3 MOUNT RIM FLUSH WITH FLOOR, 314 AM. STD. N0.6561.017 15 13 O PR DE 1" I ~ . I f i I ~'-y'-t 2 -J ~ ~ _.a E ~ + lI}^ ~ ~ t i" O OVI 1'I-IE FOLLOWIN A G CCESSORIES: FLUSH VALVE; ZURN N0. Z-6003-XL ~ I _ E ~ - MODIFY FLUSH VALVE FOR A.D,A. REQUIREMENTS. ~ ^ I LAV-1 LAVATORY 2" 1-1l2" 1/2" 1/2" AM. A L I o I I I 112" AM. STD. N0.0476.015 15 13 O5 ZURN N0. Z-612-B4 McGUIRtE N0.2165 8672 155-A NOTE: 4 ~ NOTE 4: HANDICAPPED WALL MOUNTED LAVATORIES, a I i~ j I C I MOUNT RIM AT NOMINAL 34" A.F.F. A' V W PROVIDE THE FOLLOWING ACCESSORIES: T-a- F'r~ I }'j I I + I I ` I G 1 ~?9 I I SS-1 SERVICE SINK 3" 2" 3/4° 3l4" F1A7 " ZURN N0. Z-842-M4 INT. 3" STD. GRID NOTE: 5 TRAP WRAP KIT; PRO-WRAP N0. PW-2125. V 314 FIAT MSB-2424 20 13 O1 y ~ L___J ~___J PROVIDE WITH WALL MOUNTING BRACKET! BLOCKING. ~I-+ N ~ N NOTE 5; SERVICE SINK MOUNT FAUCET AT 36 A.F.F. 2• FINISHED GRADE FD-1 FLOORDRAIN 3" - ZUA - ZURN N0. ZN-415-6B-P 6 - 1 - 3"STD. NICKALOY NOTE: 6 PROVIDE WITTi STAINLESS STEEL WALL PANELS. FD-2 FLOOR DRAIN 3" ~ ZUP - 4"STD. NICKALOY NOTE: 7 ZURN N0. ZN-SDB-P 6 - 1 NOTE 6. TOILET ROOM FLOOR DRAIN. PROVIDE WITH TRAP PRIMER CONNECTION. ~ Q - ZURN N0. ZN-541-P 6 - 1 4"STD. NICKALOY NOTE: 8 ( ) N 1/2" CONDENSATE FD-3 FLOOR DRAIN 3" ZUA DRNN IJNE TO F.D. NO TRAP PRIMERS READ. ON SHOWER DRAINS , ' J FD-4 FLOOR DRAIN 3" ~ ZUA - ZURN N0. FD-2378-NH41 ZN-328 6 - 1 4" STD. NICKALOY NOTE: 9 NOTE 7 : MECHANICAL ROOM FLOOR DRAIN. `V O w CONCRETE PAD FD-5 FLOOR DRAIN 3" ZUF PROVIDE WITH TRAP PRIMER CONNECTION. - ZURN N0. FD-2377-NH4-H $ - 1 4" STD, ST. STEEL NOTE: 10 - NOTE 8 : KITCHEN FLOOR DRAIN. ~ W ~ P.C. TO PROVIDE 3" P.V.C. INTAKE AND EXHAUST PIPING PROVIDE WITTi TRAP PRIMER CONNECTION. ,Q - O FOR WATER HEATERS. PIPE KIT SHALL INCLUDE PIPING, CO-1 CLEANOUT 4" ZUF ELBOWS, INTAKE / IXHAUST CAPS AND CONDENSATE DRNN. ZURN N0. ZN-1400 HD 6 1 NOTE: 11 NOTE 9: INDIRECT FLOOR DRAIN. CO-2 CLEANOUT 4" ZUF - PROVIDE WITH FUNNEL DRAIN. ~i/ ZURN N0. Z-1446 8 2 NOTE: 12 I ~ o NOTE 10: FLOOR SINK 0 o U PROVIDE TH GRATE WI AND FUNNEL DRAIN. M ` w ~ / NOTE 11: FLOOR CLEANOUT. MOUNT FLUSH IN ~ MOUNT FLUSH IN FINISHED FLOOR SLAB. O i.n ER '2' DETAIL 3 GA MET HEATER DETAIL WATER 2 w NOTE 12: WALL CLEANOUT. MOUNT AT 18" A.F.F. 0 /A TP1. NTS TP1. NTS i V~' w O ~ 3 C~ w C N~ ~r_ N.0 0 O L 1-1/4' SCW 1 PROVIDE SYMMONS N0.4.1D POINT-OF USE MIXING VALVE 44 V - SCW HOT 'WATER 101 BELOW LAVATORY. SET AT 105° F. ~ Z PROVIDE SYMMONS N0.4.10 POINT•OF-USE MIXING VALVE 1-i/4" BELOW HAND SINK SET AT 105° F, sP---cw I I 3 2"MECHANICAL GAS VALVE BELOW CEILING NEXT TO RANGE HOOD, I I VALVE TO BE INTERCONNECTED W[TTi HOOD FIRE SUPPRESSION www~~~ ~4 BAR C-C SYSTEM, PAINT EXPOSED PIPING TO MATCH WALL. ~F 1~ 1-1/4" t-1/4" 3/4" 1/2' I ~ EACH WAY. LOCATE 2 GAS HEADER PIPE ON BACK WALL BEHIND COOKING ~ ~ ~ ~ ~ ~ 0 ~ I EQUIPMENT. PAINT EXPOSED PIPING TO MATCH WALL. r ~P .y~ SCWF SCWF ICED TEA I I INSTALL SHUT-0FF VALVES PARALLEL WITH WALL. ;c CARL A. ~ I I /~fi~'~>~\ rnnunwe~umruulTru>;nr>:rnrroe,rFrrrrnrsrverrnv ~v fuirl~Illl I FN v 89 NEENAH R-6262-EH CAST D ® PROVIDE WATTS NO. SD-2 R ICE MACHINE IRON FRAME AND BOLTED STAINLESS STEEL BACKFLOW DEVICE CW SUPPLY 3/4" -UCWF SODA TOWERS I I GAS-TIGHT COVER. AT FINAL CONNECTION TO CARBONATOR 39844 A PIPE. UCWF 1/2" 3/4" 3/4' COFFEE (OPTIONAL FRAME AND COVER, 3/4 I HEAVY DUTY GAS TIGHT NEENAH R B © p n O O 5 PROVIDE WATTS NO. SD-2 S? E ' . G J p I I R-6462FEH (WT. #195 LBS) STAINLESS STEEL BACKFLOW DEVICE E~ PPP» INDUSTRIES PRIME RITE TRAP PRIMER. I f,` ONAL AT FINAL CONNECTION TO ICE MAKER. <<s/ I I INSTALL 72" A.F.F. PROVIDE UNDER-LAV TRAP PRIMER FOR FD-1. EXPOSED ON WALL SEE DETAIL #1 ON SHEET P-3. GRADE ADJUSTING RINGS j PROVIDE "PP? INDUSTRIES TRAP PRIMER FOR FD-2 ISSUE REVISION DATE CW SUPPLY PIPE. OPTIONAL 23,4 AND 6'. SEE DETAIL #2 ON SHEET P-3. 24" DIA. 24" OIA. OWNER RENEW 28 JULY 2006 1/2" COPPER TUBING CARTRIDGE FILTER POC POLYPHOSPHATE CLEAN -OUT PLUG CHROME PLATED FOR ICED TEA POS POST FILTRATION BID ISSUE 31 JULY 2006 PERMIT ISSUE 31 JULY 2006 "PPP" INDUSTRIES UNDER-LAV TRAP PRIMER. INSTALL BELOW LAVATORY. POST FILTER )ST FILTER a „ » FLOOR CARBON kRBON , o 1/2- TYPE K SOFT FLOOR DRAIN 8" N COPPER TUBING IN WALL DRAIN FINISH FLOOR FINISH FLOOR INLET AND OUTLET TRAP PRIMER A ASS FOR WATER SOFTENER o PIPING AND TEES WITH CONNECTION MAIN BYPASS FOR WATER TRAP PRIMER 8 BYPASS FOR CARBON FILTE 'OR CARBON FILTER THAT ^ N EXTENSIONS TO BE Is p CONNECTION 3 SANITARY PIPE FEEDS ICED TEA BREWER ED TEA BREWER h SUPPLIED BY OTHERS. 4" 'OR AUTOMATIC FILTER, 3' SANITARY PIPE WATER BRINE AUTOMATIC C BYPASS FOR AUTOMATIC FI SOFTENER TANK FILTER THIS FEEDS MAIN FILTER G S MAIN FILTER GROUP. 12 PSX BOOT PLUMBING • • " p BYPASS FOR MAIN FILTER `OR MAIN FILTER GROUP, THIS FEEDS FOR 4 PVC (TYP) SCHEDULES AND COFFEE, ICE MACHINE, SO[ WATER AT WAITRESS RUNS. ICE MACHINE, SODA DISPENSERS AND •--6x6 110/10 DETAIL t -4. S ' WAITRESS RUNS. • WWM WITH NO. 3'S 4" 12" EACH WAY. FAA# 05225.00 (SINGLE TRAP PRIMER) SIMILAR FOR COUNTER TOP LAVATORY OR SINK) WATER SOFTENER DETAIL 5 \TRAP PRIMER DETAIL s 4 LAVATORY TRAP PRIMER DETAIL -7\GREASE INTERCEPTOR (G10H) DETAIL TP1. SCALE; 1/2' = 1'-0" TP1. NTS TP1. NTS TP1. NTS TP~1.2 KROGER CENTRE J:\0403-HTI Sumenos\TP-1.2.dwg, 8/1/2006 11:52:47 AM, duoneb, Oce TDS400 i _ _ ---m-_-- _ _ - _ - 1 z _ ~Z I o V W OIn U u~ L Q) omEc ?U y~0~ B ~ U N w ~ 'z ~ z° r( \F C7 v 3 ~ Z . ~ W ~ a; ~ Z a°~1 ~ 3 W v ~ ; IN TENANT J ~'oo ~ ~ WALL au- SUB-METER ~ ~ ~ ~ a 1 Y2 ~ ~ E r " ? p7p 01 _ ~ ' V1 ~ O 2" MECHANICAL 1" CW GAS VALVE. 1" HW " $ ~ a1 LOCATE NEXT IN ~'4" HWR ~4 UCWF ~ w 3 TO RANGE HOOD. WA L Y~" SCWF 1~" SCWF ABOVE 1 Y4" CW IN S ~'4" UCWF CEILING 1Y4" HW " WALL ~ 2 GAS ~ 2 " MECI •0403-HS ~4 HWR 5 „ ~'4" UCWF G~ " 2 IN 2 SHOCK Y2" SCWF WALL m m ARRESTORS U 2" Yz" UCWF ucwF S ~ H Cyy F WF U G Hw R ~ Cyy SC wF C1yy~ WF " C '1 1 Y4 IN 1Y4" cw WALL 3'4" HW WATER HEATER IN IN WALL IN WALL ~ ~ Y~" WALL " . ' SEE DETAIL #2 " IN IN ~ ON SHEET TP-1.2 tiW 1v4" scw „ WALL Cyy „ 2 WALL Y~ tY4 HW ® 2 „ HWR ~4 GAS RISER i i ~4" • • N.T.S. ® • R G y~F Ys c © cR S V~ IN ~ V~ ABOVE G~ WALL 1" CW CEILING ® Yi" HW IN WALL 1" CW Yi" HW IN IN WALL Y~" WALL IN IN cw 1~" WALL IN WALL IN " Hw " IN WALL 1~t" WALL ~ ~'4" HWR ® IN WALL WALL 1~" SCWF " Yi" IN iR ~4 UCWF ~4" ® WALL " " ~ R ~ " IN ~ WALL y~" ~ IN Yz" SCWF „ WALL © 1~ 1 1L 1 Yz" Yi" 2 ~ 1 O O Y O O Y ~ l .ti , O 2 r r d' ~ r RISER 1 IN DER 1 co WALL N.T.S. 3" V.T.R. 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N 'AN i i 2" 1 i 2 ; McMULLEN ® i 1 89 4" IN FD FD 4 j 6 1 O, .'~"Jf WALL i » 2 39844 310 3" I 3m ~S I / 3" I / 1112 " ANAL 1 4" ~~~blrbrV 3„ 3„ FD I 5 I 1 Y~" 2" / \ I 2" FD 6 ISSUE REVISION DATE ® FD 4„ 1 3 V.T.R. 1V20 OWNER RENEW 28 JULY 2006 BID ISSUE 31 JULY 2006 I 3" x 1 \ 2 PERMIT ISSUE 31 JULY 2006 I Ix 1 50 \ I I I IN I WALL 4" iN I STACK A ACK A I 1 I WALL ~ I - co 1 x N.T.S. ` 2x 111~i 1 I I 12x I I FD ooo< I I ooo~ I I ' 5 1 i IN co I I WALL PLUMBING ~ i " 1 11~z" 1 3 STACKS AND ® 1 RISERS 3" 1 I x 2" ' FD 1 1 V2 " 4 3 I FAA OM.00 2" F 11~i" 5 2" TP~1.3 KROGER CENTRE J; 0403-HTI Sumenos TP-1.3.dw 8/l/2006 11:53:23 AM, duoneb, Oce TDS400 U y ~N Z p~ ~ ~ aN o V ~ L ~ C) oao~~+ ZO d~•O~ ¦ =~~a~ W V ~~C7 z~ ~~=E DIVISION 15 Z ~~°'E FIRE PROTECTION/PLUMBING SPECIFCATIONS W. Protect equipment and materials during construction from damage C U 'o SECTION 15420 PIPE AND FITTINGS r tors - r - neumatic t e a manufactured b W de ~ d ' ; I. Shock Ar es Hyd o p yp s y a Z SECTION 15410 DOMESTIC WATER DISTRIBUTION SYSTEM Zurn, J.R. Smith Co., Precision Plumbrn Products or Sioux Chief. w ~ ~ ; fro m ns in Copper Pipe: Bronze 150 Ib. ground Joent, solder end SECTION 1, m water, dirt, welding and cutting, spatters, paint droppings, do not use wrou ht co er unions . Unions in Steel P~ e: Black ( 9 PP ) p SECTION 15000 GENERAL SPECIFICATIONS etc. by use of shields and drop cloths. Repair or replace as malleable iron, bronze round ball 'oint. 9 ~ ~ v, E ~ A. Provide all piping and fittings for soil waste, vent, storm, hot ~ „ directed any materials damaged durin construction o erations. 9 J A. Furnisl 9 P A. Furnish and install a complete water piping system for the tenant and cold water, and natural as as shown on drawin s. J. Thermometers - ad'ustable an le red readin mercu e ~ ~ ~ a A. Refer to Instructions to Bidders, General Conditions, Protect floors from soiling and damage caused by chips and cutting space s sh on the r w n s and as re uired for a cam lets 9 9 1 9 ' ry ~ » ~ ° ~ ~ pace as own d a r g q p thermometers with thermometer well, 3-1 2 stem, 1-1 2 extended r ~r „ / Supplementary Conditeons, and the Sections of Division 1: General oil. install installation. Connect to building water supply pipe. B. Insulate the following piping. neck 9 scale and uaranteed 1~ accurac and a ten erature ran a 9 Y P 9 ,a Re uirements for s ecifie re uirements res onsibilitie an D. Screwed Piping: Use NPT tapered threads. q p q P s d methods relating to the mechanical work. X. All new potable water lines shall be sterilized with chlorine. B. Provide - f n i n to a ui m n f rnished b in accordance with related work. Thermometers based on Weiss. N 8. Provrde rough ~n and ~ al connect o s g p e t u y ~ 1. All coldl water piping. Equal manufacturers by Trerice, Weksler or Ashcroft. S.- r ~ Sterilization shal rovide coin le E. Install all piping parallel or perpendicular to building walls and Kitche: I p p to coverage for the entire floors. Offset lines around columns beams and other obstructions Kitchen Equipment Contractor. Provide all required backflow ~ w 3 B. Furnish all materials, labor, tools, transportation, incidentals system. Minimum chlorine levels, as required by the State of prevei preventors and/or vacuum breakers as required. A o i ' - - ' 2. II h t water pprng. K. Gauges 4 1/2 dial pressure gauge with a gauge cock, and having an a urtenances to c I t ve detail Ohio shall be maintained for w as required. Install piping to provide clearance for personnel d pp amp e e in e ry and leaver working t enty-four (24) hours. Required assn a headroom o eration of doors 1~ accuracy. Gauges shall be pressure or compound as required and C. Piping and Pipe Insulation -refer to Section 15420. 3. All hot water return piping. shall be as manufactured b Weiss, Trerice or Ashcroft. • order all items of work called for herein or shown on act m an in levels shall be checked at all outlets. All ~ in and fixture P g ' ~ P ~ or windows, equipment, C. Piping P Y 9 P P 9 " lighting outlets, or with Owners apparatus and equipment. drawings. Include any minor items of work necessary to rovide outlets shall be tagged DANGER -NOT FOR HUMAN CONSUMPTION prior Coordinate i e runs and elevations with other Contractors befor Y MECI 0403-HS coin lete and fully operative s stems whether s ecificall sawn or to and durin sterilization. Ta s shall remain until the entire P P e D. Piping P Y P Y 9 9 installation. Where interferences develop in field, pipes may D. Piping Specialties -refer to Section 15430. C. Refer to Section 15250 for insulation. L. A uastats - ad'ustable surface mounted t e as manufactured b q 1 YP Y not. system has been thoroughly flushed and certified by an independent need to be offset or rerouted at no additional cost to Owner testing agency licensed in the State of Ohio. Furnish all to s ~ as E. Reduce P required to resolve interferences. reduce R ssure backflow reventor shall be Watts Model No. 909 Honeywell, Powers, Barber or Coleman. E. educed pre p D. Soil waste, vent, and storm piping inside building below slab. reduced pressure backflow assembly. Equal valves by Wilkins, M. Install unions at i in connections to all feces of a ui merit C. Codes and Standards: Comply with all Local and State but ding and fittings required for sterilization, Notify Architect codes, Life Safety Code, National Fie Protection Associatio seventy-two (72) hours prior to sterilization. Beeca Beeco, Conbraco or Febco are acceptable. " P P g P q P ' 1. 2 and larger: Service weight (SV) hub and spigot cast iron valves, and as required for piping. F. Securely support all piping from structure with approved hangers, (NFPA), applicable utility company requirements and apptica le rods brackets a soil pgpe and fittings (ASTM A74) and (CISPI 301). Pipe to be Federal re uirements. Y. Provide Architect with a ifi t ~ nd accessories. F. Double q C rt ca a of Sterihzat~on for forwarding F. Double check valve backflow preventor shall be Watts Model No. 709 joined by elastomeric rubber askets ASTM C-564 and N. Install valves where indicated on the drawin s and where necessa . 9 ( ) 9 ry to Owner. Perform tests in connection with this work 6n the double G. Install valves at service connections to equipment and branch Conbr double check valve assembly. Equal valves by Wilkins, Beeco, installed using gasket lubricant. Provide concrete thrust for ro er o eration and maintenance of s stems. Isolation valves Conbraco or Febco are acceptable. " P P P Y D. Permits, fees, inspection and tests: Obtain and pay for all presence of the Architect. Piping shall be tested accordling to the lines from main lines. All valves and unions to be installed so required permits, fees, inspections and tests. File drawing following schedule: as to be accessible throu h ceilin or wall access anel. blocks at all below grade turns and off sets for all 6 and shall be installed on supply piping to each group of fixtures. larger soil waste and storm piping. necessa to obtain permits, schedule necessa ins ection and 9 g P G. Backfle G. Backflow preventors for kitchen equipment shall be Watts No. 7D 0. Install all lumbin s ecialties er manufacturers instructions. ry ry P ~ and ~ tests. Submit Certificates of Inspection and approval upon Test Pressure Test Tme H. Install malleable or cast iron escutcheons on i in assin and 9D. , P 9 P P E. Soil waste, vent and storm piping ~nsrde building above slab: coin letion of the work. P P 9 P 9 P Line Medium Minimum Minimum Notes through outside walls or through walls, floors, and ceilings of H. Water er heaters shall be ba on A0. Smith as fired with ca aci „ P. All products of the same type shall be by the same manufacturer. H. Wat sed g P tY 1. 3 andl larger. Service weight (SV) no-hub cast iron soil i e unfinished areas. Install brass, chromium plated, solid and/or noted E. Material and equipment installed under this Contract shall b new, slit-t a escutcheons on i in assin throw h finished walls noted on drawin s. Heater shall be desi ned for 150 si workin P P g g P g g and fitttings (ASTM A88) and (CISPI 301). Pipe to be joined by Q, Install arrestors in hot and cold water piping to each bank of undeteriorated, and of a wale not less than the minimu Sanitary, P YP P P 9 P 9 9 ~ pressi q ty Vent Lo al floors, or ceilin . pressure and equipped with dual extruded high density magnesium 4-banid no-hub couplings, constructed of pe 304 lien dut fixtures and where shown on the drawin s. Coordinate access tY ( vY Y) g s ecified. All a ui ment shall be certified, listed and label d Per c Codes 9 anode P q P shall anodes. All internal surfaces of the heater exposed to water stainless steel, incorporating a neoprene asket ASTM C-564. oriels as re uired with General contractor. Size and install er 9 ( ) P q P by UL. Work must be performed by Licensed Contractors as required Hot & Cold I. Install unions to ermit removal of arts and a ui ment for f shall be glass-lined with an alkaline borosilicate composition Couplrm s shall be as manufactured b Clam -All, Ma e-Connect manufacturer's re uirements based on fixture count. that has been fused to steel. Jacket shall be of baked enamel g Y P g q b Local and State Codes. P P q P that Y Water Water 125 lbs. 6 Hrs. No Dro inspection or servicing without disconnecting any part except finish P (doublie screw), Mission or Huskey-4000. finish and shall provide for complete service and maintenance and R. Install thermometers ressure au es a uastats wall h drants unions or flanges. Install dielectric unions or flanges between enclo: F. Drawings are schematic and show approximate locations an extend Gas Nitro en 50 lbs. 24 Hirs. No Dro dissimilar metals, such as co er to steel. outlet enclose the tank with fiberglass insulation. 1-1/4 inlet and " _ ' P 9 g q Y ' 2. 2 andl smaller: Seance weight (SV) no hub cast iron soil and hose bibbs where shown on the drawings. of work. Exact locations and extents must be coordinate with g P PP three outlet connection shall be provided. The heater tank shall have a pipe and fittin s ASTM A88 and CISPI 301. Pi a to be 9 ( ) ( ) p three year I~mrted warranty and controls and accessories shall 'oined b no-hub cou Ira s constructed of T e 301 stainless S. Install other s ecialties where noted on th other contractors and verified in the field. J. Install valves and i in s ecialties where indicated on drawin s, have PP 9 p 9 have a one ear limited warrant . Full illustrated instruction 1 Y P 9 YP p e drawings. Z. Electrical Contractor to provide all conduit and wiring foci Install valves with hand wheel at or above centerline of pipe. manu~ G. If a conflict occurs between the Drawings and Specification ,the a Install drain valves at low oints to rovide coin lets drainage of with I Y Y steel Gncorporating a neoprene gasket (ASTM C-564) and (CISPI. manual to be included. Heater shall be AGA approved and comply 310. Cou lin s shall be as manufactured b T lei, Charlotte;- SECTION 15445 PLUMBING FIXTURES AN Contractor shall immediate) call it to the attention of the devices s indicated on Electrical Drawings and in Speciifications. P P P Y Additional wiring required for equipment furnished under this systems. Install thermometer and gauges so that they may be read pressi P 9 Y Y D TRIM with A.S.H.RA.E. 90.1. Provide ASME approved temperature and Mission or Huske . mom. Architect, who will determine which interpretation shall take Division to b res onsibili of this Contractor. from floor level. b A.1 ressure relief valve sized for heater installed. E ual heaters Y P q A. Furnish and install all plumbing fixtures scheduled on the recedence. e P Y P by A.O. Smith, Ruud, or State are acceptable, 3. 2" andl smaller; Co er draina a tube DWV) ASTM 8306) with drawin s and s ecified herein. Furnish cam lete with a PP 9 ( g p p II trim and SECTION 15130 SLEEVES K. Install piping to permit free expansion or contraction without I. Thermo H. Guarantee all work executed under this Contract to be free from damage to building, equipment, or piping, Install pipe loops or absorl wrought copper drainage fittings (ASTM 816.29. accessories. I. Thermal expansion tank shall be Amtrol ST Eztrol thermal expansion defective workmanship and/or materials. Should any defects antra for s a anchors where indicated or re uired to control ex ansion and f absorber with capacity noted on drawings. Tank shall be designed F. Soil waste, event and storm i in inside building. B. Provide rou h-in grid final connection to develo within a eriod of one 1 ear after final acce tance has A. This C c h II furnish sleeves for his work to the General q P or 1, P P Y P I on ct r contraction of i in .Install branch connections to mains usin a for 125 PSIG workin ressure. Tank shall be A.S.M.E. code steel, P P g 9 Owner furnished egwpment g P and Kitchen equipment as noted on the drawings and specified Tank shall have a 1 year warranty. Equal tanks manufactured by 1. Schedule 40 PVC of vin chloride drain waste and vent herein. been made correct them and re air an dama a that res Ited from C tra o , who installs where directed by this Contractmr. P P 9 Tank ' P y 9 Furnish schedule ~40 steel sleeves for all pipe openingsi through minimum of two (2 90 degree elbows. Bullhead connections in any Taco ~ ~ P Y YI Taco or Bell & Gossett. i e and fittin s ASTM D-2665 and (ASTM D-1785). Pipe to be same at no additional cost. new mason construction and all fire-rated walls and ffloors. piping service are not acceptable. ry PP 9 ) , lorned by solvent cement per the manufacturers requirements C. Fixtures and trim are based on the following: o ies of oduc I Furnish galvanized sheet metal and/or plastic sleeves f©r all J. C„rcula I. Submit six (6) c p shop drawings, pr t data and sump es i ~ a ~ SECTION 15190 MECHANICAL IDENTIFICATION - J. Circulator pump shall be Bell & Gossett all bronze construction „ and irnstalled per (ASTM D-2564) and (ASTM D-2665). ivisio i t i p ping p ssing through wood stud/gypsum board walls and In U as required under D n 1, and as I s ed n these floors ceilin s. a ui In-Erne pump with capacity noted on drawings. Pumps shall be 1. Plumbin fixtures b s e ui ed with bronze im eller leak roof mechanical seals and _ g a ed on American Standard. Equal quality / 9 q PI specifications and noted on drawings. A. Provide pipe markers for all exposed pipin in a uipment rooms, flan e 9 q q q PP P ~ P G. Hot and Colld Water Pipe in building above slab: fixtures by Kohler, Crane and EI'er are acce table. flanged or union connections. Pump shall be rated or 175 P.S.I. 1 P SECTION 15135 FIRESTOPPING accessible chases, and piping mains above accessible ceilings for worker J. Record Documents: Maintain a record set of prints showin exact maintenance o erations. Provide a ui ment identification for all Peerle working pressure. Equal pumps as manufactured by Amtrol, 1. T e "L" hard drawn copper tubing (ASTM-842) with wrought 2. Sinks are based on Elka . E location of and de th of bu for all below rode i in , P q P P ry 9 P P 9 A. Furnish and install firestopping for all mechanical enetrrotions major items of mechanical equipment. Peerless, or Armstron . YP y qual quality sinks by Just or Moen 9 copper solder fittings (ANSI-816.22) and 95/5 tin/antimony are acceptable. Location notation shall be from foundation wall, center line of P solder., column etc. De th notation shall be from final finished floor through fire rates assemblies. Assemblies include, but not K. Therm ' P limited to, fire rated walls, floors, floor/ceiling and roof' B. Pipe markers, valve tags Brady, Seton, or Brimar Industries are drawer K. Thermostatic Mixing Valves shall be Symmons with capacity noted on 3. Service sinks are based o Fat. drawin s. Mixin valve shall a ual valves manufactured b _ n Equal quality basins by g g q Y H. Hot and Colld Water Pipe in building below slab: Cutler or Stern-Williams are acceptable. elevation. assemblies. Provide firesto in materials that are cu acceptable. 3/4" thru 5-7/8" outside diameter: Setmark o ti-code Leona " pp g " rirently " P Leonard, Lawler, Powers, or Symmons. classified with UL as FII, Void, or Cavity Materials ,and roll form markers. 6 and larger: Setmark ultra-mark roll form K. Certificates: Submit certificates of inspection and sterilizatio ~ . "Ttirou h Penetration Fresto S stem." Provide firesto in markers. L. Provide 1 T e "N(" soft drawn co er tubin ASTM-842 with wrou ht YP , , PP 9 ( g 4. Electric water coolers are based on Oasis. E unlit coolers 9 P Y PP 9 L. Provide isolation valves on HW and CW supply pipes ko each group co er soldered fittin s ANSI-816.22 and slyer solder. No q Y PP 9 ( ) ( by Haws, Halsey Taylor or Sunroc-Western are acce table. 01 L. 0 eration and maintenance manuals: Submit two 2 boun co ies of materials that have been tested in accordance with ASTM E 814 and " of fizi P , P C. Identification name lutes S le 2060 1 16 thick satin-surfaced UL 1479. All firestopping materials shall be labeled with ASTM E P tY " , ~ / , locate of fixtures. Valves to be located where shown on drawings. If fittin s below slab. P . g ) M located above an inaccessible ceiling, provide steel access pane! 5. Water closet seats are based on Ben - 01 operation and maintenance manuals, 8 1/2 X 11 in thre ring hard Seton I name lutes with 3 16 hi h white letters on black 814 number. P Y P / 9 as sp as s ecified. _ eke. Equal quality P I. Gas pipe in building above slab. fixtures by Bemis, Church, Olsonite or S erzel are acce table. O back binders. background. a. Title a e: Title of Protect Address Date of Submittal Name SECTION 15140 PIPE HANGERS AND ATTACHMENTS M. Provide P 9 J ~ ~ ~ D. Provide flow direction and pipe service markers on all piping, at fixture M. Provide shock arrestors on HW and CW supply pipes to each group of i ~ _ 1. Schedule X40 black steel p ping (ASTM A120) with welded steel 6. Flush valves are based on Sloan. E ual unlit valves b ~ and Address of Contractor, Name of Architect, Name f A. Furnish and install i e han ers and attachments fora i ' each valve, wall, branch, riser and of 20 foot intervals. Markers re u'r~ fixtures. Size and location to be per manufacturers fittin s ANSI 831.1 or threaded malleable iron fittin s q q Y Y h 9 ( ) 9 Delany or Zurn are acceptable. • requirements. If located above inaccessible ceiling, provide (ANSI 816.3). All gas piping 2 and larger shall be welded. d' En ineer. P P 9 II p ping " q i 9 and piping system components. Furnish and install supplementary shall be readable from floor. Letters shall be minimum 1 high. steel steel access panel as specified. r b. Second page: Index of manual contents. channels lutes etc. where re uired between buildin to a c. A tabbed section for each s ecification section with a list ~ P q g ~truc r I 7. Plumbing fixture faucets are based on Zurn. Equal quality L t0 J. Piping shall run parallel with building lines and other piping. faucets by American Standard, Kohler, Crane, Eljer, Chicago, P members. Provide dielectric protection between dissimilwr metals, E, Gas piping located in Mechanical Room, exterior of building and SECTION 1; of all equipment furnished under that section togethe with such as co er to steel. Provide blacken and su orbs at i e gas connection to rooftop units shall be cleaned of rust and SECTION 15411 SOIL DRAINAGE AND VENT SYSTEM Ghroe American Delta Moen S eakm ^ p an, T & S Brass or Valley X suppliers names and addresses and a copy of each pproved PP g PP P P p. rough-ins to fixtures and equipment. All supports and parts shall painted with Rustoleum primer paint. Fnrsh painting of gas A. Furnish K. Piping located in finished areas with ceilings shall be concealed faucets are acceptable. A. Furnish and install a complete soil waste piping system for the above ceilin and bottom of structural members. Pi in located in I ~ shop drawing. Also, provide the following in each section as conform to the latest re uirements of the ASA Code fair Pressure piping in Mechanical Room and at roofto units shall be ainted tenant tenant s ace as shown on drawin s and as re wred for a cam lete g P g ~ P g q P finished areas without ceilings shall be installed tight to walls 8. Plumbing fixture brass is based on McGuire. E uali brass b ~ v a licable~ q P P PP Piping 631.1 and MSS Standard Practice SP-69. Products are based yellow. Fnish painting of gas piping on exterior of building or install d. Routine and 24 hour emergency information: on Grinnell F ure numbers unless otherwise noted. 0 Lion piping exposed en finished areas shall be ainted to match installation. Connect to buildin sanita sewer. q Y g ry at bottom of structural members. Coordinate exact routing with Kohler, Crane, E.B.C., Eljer, Eastman, and Frost are 9 P al p O Architect and General Contractor. acceptable. r manufacturers: Modern Pipe Supports, PHD, M-CO or IUni-Strut. surface. B. Furnisf' 1. Name, address and telephone number of servicing agency. B. Furnish and install a complete system of vents for the sanitary °I'r ~ N system, including branch vents, vent stack, extension through roof L. Water i in located in concrete block walls shall be insulated ~ 2. Include names of ersonnel to be contacted for ervice systen P B. Supports for suspended, horizontal piping: SECTION 15250 MECHANICAL INSULATION and n and roof flashin . P P 9 D. Fxtures, faucets, drams, cleonouts, trim and equipment shall be g with Armaflex A.P, pipe insulation. Water piping located in stud by the same manufacturers unless otherwise noted. d' arrangements. walls or chases shall be insulated with fiberglass insulation. T fi O 2" and 2-1~/2" and A. Furnish all labor, equipment, materials, and accessories necessary C. Soil W. M. Personnel Instruction: After placing systems in operation, Pipe Smaller Largeir for the installation of all mechanical insulation. Insulate the C. Soil Waste Pipe -refer to Section 15420. E. Trim shall be chromium Intel. Fxtures T N p shall be white unless thoroughly instruct designated Owner's personnel on operate n and followin lumbin stems. M. All pipe penretrations through concrete block walls shall be otherwise specified. ~ ~ D. Vent Pipe -refer to Section 15420. coredrilled. Coordinate all cuttings wikh General Contractor. ~ maintenance of all a ui ment and s stems. _ _ g P 9 D. Vent P q P Y Copper, uninsulated Fg. Fg, CT 99 Fg. CT 65 1. Cold water piping. Co er insulated F . 260 w shield F . 260 w shield 2. Hot water i in . PP ~ 9 / 9 / P P 9 E. Piping N. Comply with applicable Section of Division 1 for product de,ivery, Steel, uninsulated Fg. 97 Fig. 260 3. Hot water return piping. F. All ez osed i in shall be chromium Intel. ~ E. Piping Specialties -Refer to Section 15430. P P P g P 1"' N. Coordinate all below slab piping with footings. Verify depth of ^ storage and handling procedures and requirements. Steel, insulated Fg, 260 w/shield Fg. 260 w/shield F. Cleanoi piping and depth of footings prior to installation of each. Pipe ~ G. All pipes penetratin walls shall have chromium Intel ~ B. Where new piping or ductwork connects to existing pipin or Proved F. cleonouts shall be based on Zurn as scheduled on drawings. shall not e s ~ g P d , „ urnd rcut footing , escutcheons. v Provrde cleonouts of 4 size for pipes 4 and larger, and full Q~ 0. Locate existing utilities prior to beginning work. Reroute o C. Su arts for wet areas or exterior: ductwork, new insulation systems shall match existing, unless size f size for i es smaller than 4". Equal cleonouts as manufactured P P 0. Sanitary waste and storm piping inside building to be sloped at H. Field verif installation re uirements of a V replace existing utilities where necessary to permit installation PP n to h i o d of erw se). Report any discrepancies to Architect. by Wa of work. Provide adequate means of protection during work 1. Use nonferrous alvanized steel lated steel or Imstic by Wade, Watts, J.R. Smith, Jonespec, or Josam. Y q II frxtures and Owner 1/8 per foot. Grease interceptor and garage dram waste piping furnished equipment. Provide all re uired valves and ~ in . ~ operations. Repair existing utilities damaged during work ' 9 ' P P C. All insulation sha " q PP 9 inside building to be sloped at 1/4 per foot. Coordinate installation of all a ui merit with Architect. ~ ~ N G. Floor drains and hub drains shall be based on Zurn os scheduled on q P N coated steel supports and hangers in kitchens, loclker rooms, II have composite (insulation, Jacket, and G. Floor e operations to the satisfaction of Utility Owner and at shower rooms and in exterior a lications. adhesive) fire and smoke hazard ratings as tested under procedure drawin drawings. Equal drains as manufactured by Wade, Watts, J. R. p, Water pi in shall be itched and valved for cam lete draina e. I ~ Contractors expense. PP ASTM E-84 NFPA 255 or UL 723 and d: not excee Smith, Smith, Jones ec, or Josam. P g P P 9 Provrde backing for all wa(I hung fixtures and faucets. P Water i in shall be rotected from freezin . All i in to be ~ P. The Drawin s and S ecifications are based on the re uirem nts and D. Supports for pipe rough-ins: PP9 P 9 PP9 located on warm side of buildin insulation. J. alv hot an c - 9 P q 1. Flame spread: 25. H. Collect layouts of the equipment of the Design Base Manufacturer . Design 1. Pi a brackets: Holdrite i e brackets co er lated secured 2. Smoke developed: 50. extent H. Collect waste from all lumbin fixtures, drains and a ui merit and 9 V e all d old water supplies to each fixture and each sl~+ ~ 0 P 9 q P group of fixtures. Adjust all valves and test all fixtures for e J extend as shown on drawings. Make connections to all fixtures, coordination of egwpment with the building and with other Trades P P P PP P ' to wall and or chase framin . If alvanized brackets are used drains SECTION 15430 PIPING SPECIALTIES proper operation. drains, equipment and Owner furnished equipment. / 9 9 has been made for these specific models and manufacturers of or i in is installed in metal stud walls lactic isolation D. Pipe insulation shall meet or exceed the requirements of OBC, w A. Furnish and install all unions, nipples, valves, supporting K. Valve all hot and cold water i e rou h-ins to lumbin fixtures ~ " equipment. Whenever the Contractor furnishes equipment r P P 9 ' P Mechanical Code Section 604. inserts shall be installed. ~ I. Install e material other than the Design Bose Manufacturer specified he is as shy I. Install a cleanout at base of each soil stack and install others members mad all other s ecialties s ec fie h ein or n t P P 9 P 9 ~ p p r d er o ed on as s ecified. Valves shall be chrome I ~ responsible for the cost and coordination of all modificatio s E. Insulation rotection shields: E. Water piping in building below floor slab shall be insulated with wall, e as shown on drawin s or re uired b Code. Install in floor or p p ated with chrome supply (1~ ~ 9 q Y drawings and as required to provide complete and operating piping tubes. wall, and terminate with ferrule and cleanout plug. Provide s stem. required not only for his work, but also for the work of all other P Armstron AP or a ual elastomatic thermal insulation, Insulate n 9 " , q o acces. access panels of size to rye ode uate s ace for cleonouts. Y . Trades affected. 1. Half-round alvanized metal shields with radius formed to fit shall be 1/2 thick. All joints shall be permanently sealed with Encase g " " Armstron 510 adhesive or a ual. Fttin s shall be covered with 9 q p L. Valve all hot and cold water i e r u - Encase outside cleonouts rn concrete. To s of all floor cleonouts p p o gh ins to kitchen equipment P 8. Nipples: with t 4 turn ball valves and ri id co r ~ the insulation and 12 long. Use 18 long shieldsi for all 9 q 9 shall I Q. Equal components by manufacturers not listed but meeting ithe ies rester than 4. miter-cut pieces of pipe insulation sealed as noted above. Proved / e su I tubes. ~ 1" 0 shall be flush with finished floor (this includes tiled areas). 9 PP PPY specifications may be submitted to the Architect and Engineer for P P g Provrde car et markers where installed in car eted areas. ~ ~ V P P 1. Same vwei ht and material as i e with which the are used. 9 P P Y M. All exposed piping to frxtures shall be chrome plated unless noted Q~ " approval in accordance with Division 1 and subsequent incl sion F. Da not han i e from other i e. In chase s aces Rovide F. Water piping in building above floor slab shall be insulated with J. Tra es L M J. Trap each fixture with an a roved tra , as near fixture as otherwise. L. ~ into the bidden documents. Submission must be received no later g P P P P P ' P _ P g additional i e stands and framin for attachment of pipe brackets one piece fiberglass sectional insulation (K-0.23 at 75 degrees possib PP P C. UNIONS ~ ~ possible or built integral therewith. Certain fixtures are than 7 working days before bid date. Contractor may su met P P g F. with facto a lied white reinforced kraft foil va or barrier and i in .Use correct size han ers. Increase han er size to ry PP / P indicai substitutes of his choice, without prior approval, on the P P 9 9 9 acket. Insulation shall 1 " t i 'n k la s indicated to have indirect connections. N. After water piping system is flushed, remove all strainers and ~ ~ ~ ~ 0 1. Copper Pipe -wrought copper union with copper to copper joint aerators and clean thoroughly. ~ " " . allow for increased diameter of tine caused by pipe cowering, J be /2 h ck. Longitude al Jac et p Substitution Sheet included in the Bid Schedule. Such and butt joints shall be self-sealeng using 3" wide lap strips. K. Vent fi and smlder end type equal to Grinnell Fg. X9102. substitutes will not form basis of award and may be consiidered G. Su art horizontal i in accordin to the followin schedule: Insulation jacket and adhesive shall have a minimum fire/smoke throw K. Vent fixtures as shown on drawings. Collect vents and extend 0. Caulk all wall and floor mounted fixtures with silicone. Color to through roof, terminating 24" above roof, Install 3" or 4" vent w onl after selection of lowest bidder furnishen Base Dese as PP P P g 9 g g Y 9 9 rateng development of 25/50 in accordance with ASTM-E-84, NFPA 225 pipe u i 2. Black ateel Pipe -A.A.R. malleable iron union with bronze to be selected by Architect. p pe where it passes through roof as shown. All vent extensions ~ Q iron grround joint equal to Grinell Fg. #571. ~ specified. Pie Rod and U.L. 723. Insulation shall be one of the following: shall I P shall be installed to insure leakproof installation. Installation (n C Size Steel Copper Diameter „ , " to be R. Items may be referred to as singular or plural on the drawings and " ~ ~ " 1. Johns Manville Metro-Lok . manuf w ~ to be in strict cam liance with re uirements of roofin s stem P q g Y 3. Dielectric fittings shall be equal to clear flow waterway, C Q~ (n in the specifications. Contractor is responsible for determi ing 3 4 and smaller 7 5 3/8 2. Owens/Cornin "Fber lass 25 ASJ SSL-11". 9 9 / manufacturer. Coordinate with General Contractor. S le ~7 meetin the re uirements of AST F-49 - i ty g q M 2 77 w th an r quantity of each item required. 1 " 8' 6' 3/8 3, Certainteed "Fberglass 500 degree Snap-On". L. Provide elects-zinc plated casing with chemically inert, NSF/FDA Q N .Q ~ L. Provide flashing clamp device and flash all drains not directly on „ listed dielectric thermo lastic linin . O . 1-1/2~ 2" 10' 8' 3/8" rode S. Coin I with a lecable Section of Division 1 for s ecefic 2-1 2 , 3" 11' 9' 3 8" 9 P 9 ~ ~ rode with a 4 Ib. sheet g lead flashing, extending a minimum of 18 ~ PY PP , „ P / / a. Fttings shall be ensulated with pre-molded fiberglass in all requirements, responsibilities and methods for temporary 4" 12' 10' 1/2" inserts with molded PVC jacket stapled and taped. in all directions beyond clamping ring. ~ w h D. VALVES facilities and controls. 6" and larger 12' 12' 3/4" M. Pitch ; M. Pitch soil and waste pi i~ g as follows: 1. As manufactured b Nibco-Scott. E ual manufacturers b b. Pipe insulation exposed in finished areas subject to water 3" one 3 and smaller: 1 4 er foot y q Y T. Do all excavating and backfilling required for execution of t is 1. Horizontal DWV Plastic Pi in : At branch connections at each damage or moisture shall be covered with Zeston 2000 PVC 4" one work. Dig excavations to exact grade and depth. Provide adequate P 9 20 mil 'acketin secured with adhesive. These areas M „ P Apollo, Crane, Grinnell, Homestead, Jenkins, Keystone, Kitz, 4 and smaller: 1/8 per foot Milwaulkee Powell Stockham o t change of direction and 4-foot maximum intervals.. 1 9 Grease shoring or sheet piling to prevent caving or endangering w rkers, 2. Vertical DWV Pi in : At branch connections at each than a of include kitchen, in which copper water piping is exposed Grease Waste: 1 4" er foot ~ ~ r Wa ts. All valves to be by same / P manufrocturer. work of others, or existing structures. P 9 9 behind kitchen a ui ment. 1,~ ~E OF p N. Minimum soil waste pipe size is 2 inches for underground waste n. Grnfe vnwa (7" rind smnllorl - hrnmo nn+o vnr„o w~+h enCr~ ~ A _ . ~ ~ ~ ti,_ 1. direction, at each floor, mid-story and provide additional q P N. Mimmu~ piping. - ~ - f 'CARL A.,° I wedge, rising stem, screw-in bonnet, 200 lb. W.O.G., equal , Fur is h supports as necessary to maintain piping alignment at the "P* piping. 1. No pipe shall be laid in water. Fu n h pumping equ pment, base. G. Handicapped accessible lavatory trap and angle supply pipes power, temporary connections, etc., and pump to rem ve ground 3. Cast Iron Piping: Horizontal - at intervals not in texcess of and stops shall be insulated with trap wrap protective by McGuire. SECTION 15 f% to Nibco t e T-111 or S-111. MULLEN , *!1~~v or casual water. This shall apply to all lavatories which have open space below SECTION 15415 NATURAL GAS SYSTEM YP 42 4. Cost Iron Piping: Vertical - 20 foot maximum intervals, base lavatory and/or countertop for wheelchair access. Abrasion A. Furnish A. Furnish and install a complete gas piping system for the tenant b. Check Valve (2" and smaller) - bronze horizontal swing c check valve, regrinding type, Y-Pattern renewable discs F39844 2. All piping shall be laid on firm undisturbed subgrade with and at each floor. resistant exterior cover shall be smooth and have 1/8 wall space : ~"J space as shown on drawings, including rough-in and final 200 lbs. W.O.G., equal to Nibco type T-413 or S-413. ~ •.a~sTE~.' ~ minimum 6 pipe bedding. Should excavation be extended to minimum wall thickness. Fasteners shall be concealed. Equal connei below required elevation, backfill to proper elevation with H. Install wall brackets where required. Provide pipe guides and manufacturers by Brocar, Skal + Gard or Truebro. com P connections to all gas fired equipment, and as required fora li compacted shot sand. anchors. as required to properly control pope movement. Method to complete installation. _ << /ONAL c. Ball valves bronze two piece, 400 lb. W.O.G. equal to „ suit job conditions. Support piping at pumps and equipment from SECTION 15400 PLUMBING SHOP DRAWINGS B. Perforn Nibco Type T-580 or S-580. B. Perform all work as required by Code and the local Gas Utility. 3. Fill immediately around pipes and to an elevation of 1 -0 floor, structure or walls, so that d piping weight is not supported F + d. Drain Valves - equal to "c" above with full sized drain above the top of pipes with shot sand lightly vibrate ~ by pumps or by equipment. A. Submit six (6) copies of shop drawings for review of the following C. Gas pil unless noted otherwise on the drawings. equipment. Submittals shall include, but not limited to the C. Gas piping refer to Section 15420. line extended to nearest floor drain and with 2" air gap. ISSUE RJ.VISION- DATE Note: Provide following: D. Piping additional hangers at couplings elbows, valves, 9: 4. Fill remaining trench with pit run gravel. D. Piping Specialties - refer to Section 15430. equipment, etc., to prevent excessive stress or distortion to e. Luibricated plug valves (gas) -cast semi-steel short OWNER REVIEW 28 JULY 2006 piping or connected equipment. 1. Piping 11. Mixing Valves E. Gas mi attern with stem seal of reinforced teflon equal to P P E. Gas meters shall be by Local Gas Utility. Homestead. BID ISSUE t; 1 H y JULY 2006 5. Patch all concrete and/or paved areas cut by excavating and 2. Insulation 12. Valves-Gate, Ball, Check, Plug to match adjacent surfaces. refinish ~ I. Install half-round galvanized sheet metal insulation shields on 3. Floor Drains 13. Supporting Members F. The coi PERMIT ISSUE k 1 ~l JULY 2006 all insulated piping at hangers. 4. Cleanouts 14. Wall and Floor Plates requirE F. The complete installation shall be in strict accordance with the requirements of the Local E. Balancing varlve -shall be Bell & Gossett circuit setter", bronze re q Gas Utility to include piping, tests and body, brassy ball construction with lass and carbon filled TFE 6. Protect all trenches with suitable barricades and brid9 es. 5. Balancing Valve 15. Shock Arrestors installs installation procedures. g " " Adequately protect trenches with signs or flags during the day SECTION 15145 INSTALLATION OF PIPING 6. Pressure Reducing Valve 16. Thermometers seat rings. Equal valves by Armstrong CBV or Sarco Balance ? • ~ Master. and with lights at night. 7. Backflow Preventors 17, Gauges G. Provide G. Provide as meter set as required b Local` k.~ g by Gas Utility. Set gas A. Install piping as specified in this Section: 8. Water Heaters 18. Aquastats regular 7. Determine the locations of all existing underground utiljties 9. Expansion Tank 19. Wall Hydrants regulator at gas meter to deliver no more than 7 W.C. E: F. Pressure reducing valve shall be Watts, bronze body construction, d and protect some from damage. Damage to any utility shall be 1. Provide unions at each final connection and at each piece of 10. Circulating Pumps 20. Plumbing Fixtures H. Make f H. Make final connections to all equipment requiring same. Provide renewable stainless steel seat, high temperature resisting valves, unions and 6 " diaphragm and complying to standard requirements of A.S.S.E. 1003, replaced or repaired to the full satisfaction of promptly ~ equipment. Piping to be arranged and unions located to permit valves, dirt legs in pipe lines at connection to all with type, size and capacity as noted on drawings. Equal valves Utility Company. All costs for repair of damage to s ch easy removal of arts and equipment for inspection and B. Plumbing Contractor shall submit a complete shop drawing to the equipn services shall be paid by Contractor causing the dam ge. cleaning. P General Contractor showing all sleeves and floor penetrations for N equipment, by Wilkins. ~ IN- 9. Welded connections to q P a ui ment are prohibited. Structural Engineer's review and comments. General Contractor I. Provide I. Provide gas pressure regulators on gas-fired fixtures and pieces G. Backflow reventors shall be Watts bronze boil construction, 8. Remove surplus earth from premises or dispose of it an shall combine HVAC, and electrical drawings onto one of e Q 2. Make connections to equipment as detailed on the Drawings and plumbing, qL of equipment where required. Coordinate with Equipment Supplier P y meets premises as directed by the Architect. Per the manufacturer's installation instructions. sheet. No reinforcing is to be cut or interrupted, and f stainless st(eel seats and complying to standard requirements and field conditions. Install vents from interior pressure A.S.S.E. 10113 and/or A.S.S.E. 1015, with a size and capacity regulai U. Avoid cutting of concrete, masonry and other new work by use of 3. Where connection size is smaller than C. Check, sign and approve all shop drawings. Drawings not signed requirE regulators on gas-fired equipment and from sleeves, where as noted oin drawings. Equal valves b Wilkins Conbraco Be g at final connection only (do not reduce size of pipe drop). and a required. Extend line through outside wall above grade, sleeve by eco or PLUMBING Febco. Prowide air gap funnel and pipe to nearest drain. and caulk, turn pipe down, terminate with approved vent cap. for sleeves and installation of inserts. new work Perform in cuttin existing and patching construction. when Cut re ores uired piping, make reduction and approved bY the Contractor will be returned. SPECIFICATIONS through concrete, brick, tiles, etc., when necessary by rota 4. Provide valves and specialties as required, to com Mete D. Submit shop drawings for all items of equipment, piping, and J. Gas pir H. Wall and Flc)or Plates - Install chrome plated plates at all pipe J. Gas piping system shall be installed per N.F.P.A. X54 and Local core drilling. P insulation for review before construction. Pre required installation of each piece of equipment, for proper operation. Pare Gas G Gas Company requirements. Penetrations in finished areas. Install galvanized steel plates at PAA# 05225.00 all PPa penetrations in unfinished areas. Plates must completely drawings at sufficient scale to clearly show details of V. Finish painting of piping and equipment installed under this cover pipe sleeve and be sized for pipe opening required. Contract is included under Division 9 except as noted. Spot prime B. Install piping with due consideration to other trades. construction, physical dimensions and related work of others. drawings shall not relieve the Contractor of factory finished equipment which has rusted or been damaged with Review of shop responsibility for accuracy of shop drawings or of full zinc chromate primer. Repaint entire item matching original requirements of the Contract drawings, color. TP~1.4 KROGER CENTRE J:\0403-HTI Sumenos\TP-1.4.dwg, 8/1/2006 11:53:50 AM, duaneb, Oce TDS400 - - ~ Location Map • ~i SITE LOCATION ANDREWS i ~~ti° • 9°A° ARCHITECTS OUe(1j~H~gEQ Rid Architecture Planning ~ Interior Design o~ Z ° • • • • • ~ 6631 Commerce Parkway Studio B Dublin, Ohio 43017 Tel : 614.766.1117 Fax: 614.766.2023 I i umber Concrete Building Code Information www.AndrewsArchitects.com Structural L General Pro ect Notes J GOVERNING CODE 200!5 OHIO BUILDING CODE REVIEW AND CORRELATION OF THE CONTRACT DOCUMENTS MATERIALS MATERIALS THE CONTRACT DOCUMENTS CONSIST OF THE DRAWING AND SPECIFICATIONS. THE ALL DESIGN VALUES PER THE MOST RECENT EDITION OF NFPA NATIONAL DESIGN IN GENERAL, COMPLY WITH THE LATEST EDITION OF ACI-301, "SPECIFICATIONS F~ T e of Work ]Pro osed Sheet Index ECIFICATIONS FOR YP p INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ITEMS NECESSARY FOR THE SPECIFICATION, STRUCTURAL CONCRETE FOR BUILDINGS". ? NEW STRUCTURE ¦ ADDITION (OBC 340;3,0) GENERAL PROPER EXECUTION OF THE WORK. ANY SUBSTITUTIONS SHALL MEET MINIMUM DESIGN VALUES OF MEMBERS AS SHOWN STRUCTURAL CONCRETE ? INTERIOR ALTERATIOiN (OBC 3403.0) ? CHANGE OF OCCUPANCY/USE GROUP (OBC 3406.0) G-01 COVER SHEET PRIOR TO COMMENCING ACTIVITIES, EACH CONTRACTOR I ND MATERIAL SUPPLIER BELOW CLASS LOCATION F'C ? FULL ? PARTIAL SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS AND BECOME FULLY AWARE OF THE REQUIREMENTS, EACH CONTRACTiOR AND MATERIAL SUPPLIER JOISTS AND BEAMS SOUTHERN PINE> MIN. N0. 2 GRADE PRIOR USE GROUP/OCCUPANCY (OBC CH.3)~ N/A PROPOSED USE GROUPlOCCUPANCY (OBC CH.3)~ N/A ARCHITECTURE SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL I FOOTINGS, PIERS 3000 PSI CAREFULLY COMPARE SUCH MEASUREMENTS AND CONDITIONS WITH THE CONTRACT 2 X 4 OR 2 X 6 STUDS SOUTHERN PINE,"STUD" GRADE,S4S,UNLESS NOTED OTHERWISE. DOCUMENTS. II INTERIOR SLABS ON GRADE, AND A-01 FLOOR PLAN & ROOF PLAN MICRO-LAM LUMBER AS MANUFACTURED BY THE TRUS-JOIST CORPORATION, OR ALL INTERIOR CONCRETE NOT IN THE EVENT OF INCONSISTENCIES WITHIN OR BETWEEN THE CONTRACT EQUAL Fb = 2800 PSI, Fv - 285 PSI, Fc (PERP.) = 500 PSI, E=2800 KSI. OTHERWISE IDENTIFIED 3500 PSI NewlAdditionlAlterationStructure Data DOCUMENTS, EACH CONTRACTOR OR MATERIAL SUPPLIER SHALL PROVIDE THE BETTER OCCUPANCY IOBC CH. 3)~ UTILITY GROUP U TYPE OF CONSTRUCTIgN (OBC CH. 6)~ TYPE V - B QUALITY OR GREATER QUANTITY OF THE WORK, AND SMALL COMPLY WITH THE MORE FLOOR SHEATHING ~/a", TOUNGE AND GROOVE, APA RATED STURD-I-FLOOR, 24" 0/C III EXTERIOR SLABS ON GRADE, AND STRICT REQUIREMENT. INCONSISTENCIES DISCOVERED SHALL BE IMMEDIATELY MAX., EXPOSURE 1 ALL EXTERIOR CONCRETE NOT USE GROUP(S) (OBC CH 3)~ UTILITY REPORTED TO THE ARCHITECT IN WRITING. OTHERWISE IDENTIFIED 4000 PSI(W/AIR) IR) MIXED USE (OBC 302.10) DYES ¦ NO ? SEPARATED ((JBC 302.3.2) ROOF SHEATHING 7/6" PLYWOOD OR OSB SHEATHING (APA 48/24), EXPOSURE 1. NO PLEAS OF IGNORANCE RESULTING FROM FAILURE T EXAMINE THE REQUIREMENTS IV BACKFILL BELOW FOOTINGS 1500 PSI ? NON SEPARATED (OBC 302.3.1) OF THE CONTRACT DOCUMENTS OR THE CONDITIONS U DER WHICH THE WORK IS TO STRUCTURAL WALL SHEATHING %2" PLYWOOD OR OSB SHEATHING (APA 48/24), 8 AGG) BE PERFORMED WILL BE ACCEPTED AS AN EXCUSE FO FAILURE OR OMISSION ON THE EXPOSURE i. V FILL OVER METAL CENTERING 3500 PSI (N0.8 AGG) PART OF EACH CONTRACTOR AND MATERIAL SUPPLIER 0 FULFILL IN EVERY RESPECT BUILDING AREA (FOR FLOORS OF SEPARATED MIXED USES LIST EACH AREA SEPARATELY) ALL REQUIREMENTS OF THE CONTRACT DOCUMENTS. ALL DEFORMED REINFORCING BARS FY=60,000 PSI PRESSURE TREATED LUMBER "WOLIMANIZED" BRAND OR EQUAL THAT COMPLIES WITH FLOOR AREA (OCCUPANT LOAD MINIMUM EGRESS REQ'D N0. EXITS PROVIDED BY COMMENCING ACTIVITIES, EACH CONTRACTOR AND M TERIAL SUPPLIER AWPA STANDARD P-5, 30 YEAR GUTARANTEE. ALL CONNECTORS, FASTENERS, AND lIOBC TA;~.E 1004.12f (OBC 1003 AND 1005) INDICATES ACCEPTANCE OF THE CONTRACT DOCUMENT AND THE LOCAL HARDWARE AT TREATED LUMBER T'0 BE HOT DIPPED GALVANIZED WITH MIN G185 THICKNESS FIELD MANUAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFO MED AND ASSUMES (1.85 OZ/ SQ FT),OR 304 OR 316 STAINLESS STEEL. APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE PROVIDE AT LEAST ONE COPY OF THE ACI FIELD REFERENCE MANUAL, SP-15 IN WUAL, SP-15 IN THE BASEMENT 115 SF 1 1 EXIT 1 EXIT /EXISTING HATCH CONSTRUCTION ADHESIVE PER APA~ AFG01-74. FRANKLIN CHEMICAL INDUSTRIES OR FIELD OFFICE AT ALL TIMES. THE ARCHITECT SHALL BE THE INTERPRETER OF THE EQUIREMENTS OF THE EQUAL. 1ST FLOOR 115 Sf 1 1 EXIT 1 EXIT / 34 INCHES CONTRACT DOCUMENTS. THE ARCHITECT'S DECISIONS IN MATTERS RELATING TO ARTISTIC EFFECT WILL BE FINAL IF CONSISTENT WITH HE INTENT OF THE CONNECTORS SIMPSON STRONG-TIE CONNECTORS. CONTINGENCIES DOCUMENTS. NAILS PER ASTM 01761-77. PROVIDE ADDITIONAL 5/. OF SCHEDULED REINFORCING BARS TO BE USED AS 3E USED AS ALLOWABLE MAXIMUM AREA PER FLOOR (OBC TABLE 503) 5,500 SF Va u I t B u i I d i n at UIRED. (SEE TABLE ABOVE FOR PROPOSED BUILDING AREA BREAKDOWN) GENERAL DIRECTED BY THEM ARCHITECT. COLD BEND IN THE FIELD, IF REQUIRED. r_ ACCIDENTAL OVER- (SEE EQUATIONS B3ELOW FOR AREA MODIFICATIONS) H RE THE PROJECT IS - STANDARDS - PROVIDE LEAN CONCRETE iCLASS IV) UNDER FOUNDATIONS. FOR ACCIDENTAL OV THE WORK SHALL BE GOVERNED BY THE LAW OF THE PLACE W E MAXIMUM NUMBER OF 'STORIES ABOVE GRADE V 1 D u b l i n North Poo I ' C T EXCAVATION, SOFT SPOTS, AND TRENCHES. LO A ED MOST RECENT EDITION OF THE AMIERICAN SOFTWOOD LUMBER STANDARD PS-20, PROPOSED STORIIES ABOVE GRADE• 1 GRA E MARKED AND COINFORMING TO SIZES AS SHOWN ON THE THE CONTRACTOR SHALL APPLY FOR NECESSARY INSP CTIONS ON BEHALF OF THIS SEASONED, D DRAWINGS. FB 1500 PSI (MIN), E 1,5100,000, MAXIMUM MOISTURE CONTENT OPENINGS PROJECT. MAXIPMROPOSED IBUILDNIIGHHEIGHOTVABOV~E GRADE 1~ EETT 5660 Dubllnshlre Dr NOT-TO-EXCEED 19/.. :THEIR EXACT SIZE LELY RESPONSIBLE FO INITIATING, MAINTAINING, OPENINGS SHOWN ARE FOR BIDDING PURPOSES ONLY. RECONCILE THEIR EXACT THE CONTRACTOR SHALL BE SO AND SUPERVISING HIS OWN SAFETY PROGRAM IN CONN CTION WITH THE WORK. UNLESS SPECIFICALLY SHOWN OTHIERWISE, DESIGN FABRICATION AND ERECTION AND LOCATION WITH THE MECHANICAL CONTRACTOR AND OTHER REQUIREMENTS REQUIREMENTS UNLIMITED AREA BUILDING (OBC 507.0) ?YES ¦ NO Dublin, Ohio 43017 SHALL BE GOVERNED BY THE LATIEST REVISIONS OF• BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WAIVES ALL RIGHTS AGAINST OTHER CONTRACTORS, THE OWNER, AND THE ARCHITECT FOR DAMAGES CAUSED 8Y FIRE R OTHER PERILS TO THE EXTENT NATIONAL DESIGN SPECIFICATION F(OR WOOD CONSTRUCTION. IF ANY OPENING NOT SHOWN ON THE PLANS IS REQUIRED, SECURE APPROVAL I RE APPROVAL OF THE AREA MODIFICATIONS N/A COVERED BY PROPERTY INSURANCE OBTAINED BY THE OWNER. STRUCTURAL ENGINEER BEFORE PROCEEDING. U.S. PRODUCT STANDARD PS-1 FOR CONSTRUCTION AND INDUSTRIAL PLYWOOD. CHECK ALL THAT APPLY ? LIMITED AREA SPRINKLERS (OBC 903.0) ? FULL FIRE SUPRESSION (OBC 903.0) Owner: APA DESIGN/CONSTRUCTION GUIDE -RESIDENTIAL AND COMMERCIAL. FOOTINGS AND PIERS ? STANDPIPE SYSTEM (OBC 905.0) Architect's Framin Review DOWELS IN FOOTINGS TO MATCH VERTICAL COLUMN OR WALL REINFORCING. g INFORCING. ? SMOKE CONTROL/REMOVAL SYSTEM (OBC 909.0) CITY OF DUBLIN ? MANUAL FIRE AILARM SYSTEM (OBC 907.0) CONNECTIONS PROVIDE CORNER BARS AT WALL AND FOOTING CORNERS TO MATCH HORIZONT ETCH HORIZONTAL ? AUTOMATIC FIRE DETECTION SYSTEM (OBC 907.0) 5200 Emerald Parkway HALL NOTIFY THE ARCHITECT OF REQU SST TO REVIEW THE WORK UPON JOISTS TO BEAMS OR JOISTS TO TRUSSES - 16 GA. STD. JOIST HANGERS, UNLESS SHOWN REINFORCING. MINIMUM LENGTH OF EACH LEG - 45 BAR DIAMETERS. THE BUILDER S ERS. ? OTHER SUPRESiSION SYSTEM (LIST)S DUbIIn, Ohio 43017 SUBSTANTIAL COMPLETION OF THE FRAMING AND SHAL BE PRESENT FOR SAID ON- OTHERWISE. THE WORK. THE BUILDER SHALL IMPL MENT ARCHITECT DIRECTED CAST IN CONTINUOUS DOVETAIL ANCHOR SLOTS, ON VERTICAL SURFACES WHERI 1RFACES WHERE SITE REVIEW OF TIONS TO THE FRAMING TO SATISFY THE DESIGN INTENT. THE PLYWOOD TO JOISTS/TRUSSES FLOORS -GLUED AND NAILED -USE 6D RING OR SCREW MASONRY ABUTS, 16" O.C. FOR PARALLEL SURFACES, AT CENTERLIIdE OF MASONI CHANGES OR ADDI SHANK NAILS AT 6" 0/C AT PANEL EDGES AND 10 0/C AT INTERMEDIATE SUPPORTS. PERPENDICULAR SURFACES. .IIdE OF MASONRY FOR DESIGN IS NOT COMPLETE UNTIL THE ARCHITECT HAS COMPLETED THE ON-SITE USE ADHESIVES AS INDICATED ABOIVE AND APPLIED IN ACCORDANCE WITH REVIEW AND THE BUILDER HAS COMPLETED ALL CHAN ES OR ADDITIONS IDENTIFIED Structural Desllgn Data BY THE ARCHITECT BASED UPON THE ON-SITE REVIEW OF THE WORK. MANUFACTURERS RECOMMENDATIONS. ROOFS -USE 6D NAILS AT 6" 0/C AT PANEL EDGES AND 12 0/C AT INTERMEDIIATE SUPPORTS. SPLICES Project Number: 06314 STRUCTURAL DESIGN LOADS SPLICES FOR VERTICAL STEEL IN PIERS -LAP 30 DIAMETERS MISCELLANEOUS FLOOR LIVE LOAD 50 PSF Original Issue Date. 07.27.06 FLOOR DEAD LOADS 15 PSF MINIMUM LAP FOR FOOTING REINFORCING - 36 DIAMETERS. General Structural Notes TURAL NOTES". PARTITION LOAD 10 PSF Revised Date: DESIGN LOADS SHALL BE AS INDICATED IN THE GENERAL STRUC ELEVATIONS NOTED ON PLAN ARE REFERENCED FROM FINISHED FLOOR SLAB ON CONSTRUCTION JOINTS RooF LOADING: ? SCHEMATIC DESIGN THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTIN AND STABLE AFTER THE GRADE AT EL. 100'-0". BUILDING IS FULLY COMPLETED. IT IS SOLELY THE C NTRACTOR'S RESPONSIBILITY TO CONSTRUCTION JOINTS PERMITTED ONLY WHERE SHOWN AS APPROVED BY THE ROOF LIVE LOAD (C)~ 20 PSF 30VED BY THE GROUND sNOw LOAD cPg}: 20 PsF Ali SeP'VlC~ Structure~? DESIGN DEVELOPMENT DETERMINE ERECTION PROCEDURE AND SEQUENCE AND TO INSURE THE SAFETY OF PROVIDE ONE LINE OF SOLID BLOCKING OR CROSS BRIDGING AT 8'-0" 0/C MAX. FOR STRUCTURAL ENGINEER. ALL CONSTRUCTION JOINTS ARE TO BE KEYED. KEYED. FLAT-ROOF SNOW LOAD (PfY 14 PSF ~ ~~tklc~:6~a~jcal UnItS ? ZONING SUBMISSION SNOW EXPOSURE FACTOR (Ce)~ 1.0 ¦ CONSTRUCTION DOCUMENTS THE BUILDING AND ITS COMPONENT PARTS DURING ER CTION. THIS INCLUDES THE ALL JOISTS AND RAFTERS. USE SOLID BLOCKING AT BEARINGS. ADDITION OF WHATEVER SHORING, SHEETING, TEMPORARY BRACING, GUYS, OR SNOW LOAD IMPORTNCE FACTOR Qs)~ 1.0 I'ER CITY CODE TIEDOWNS WHICH MIGHT BE NECESSARY. SUCH MATERIAL SHALL REMAIN THE PROVIDE SOLID BLOCKING AT MID-HEIGHT FOR ALL EXTERIOR STUD WALLS AND THERMAL FACTOR (CI}~ 1.0 CALL PLANNING DIVISION ? RECORD/ AS-BULLY'S CONTRACTOR'S PROPERTY AFTER THE COMPLETION O THE PROJECT. INTERIOR BEARING PARTITIONS. Masonr Y WIND LOADS REVISION HISTORY IT IS SOLELY THE CONTRACTOR'S RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY USE DOUBLE STUDS UNDER BEAM AND HEADER BEARINGS, UNLESS SHOWN BASIC WIND SPEED (3 SECONp GUST}~ 90 MPH NO. DATE DESCRIPTION WIND LOAD IMPORTANCE FACTOR (Iw) AND CODES AND REGULATIONS DURING ALL PHASES OF CO STRUCTION. OTHERWISE. BUILDING CATEGO~RY~ 1.0/CATEGORY 1 Q RENT EDITION OF AT'TC 104 TYPICAL TIMBER APPLY CONTINUOUS BEAD OF GLUIE ON JOISTS AND GROOVE OF TONGUE-AND-GROOVE MATERIALS FRAMING SHALL FOLLOW THE CUR WIND EXPOSURE ~ B BASIC VELOCITY PI~ESSURE~ 16.4 Q CONSTRUCTION STANDARDS FOR PLATFORM FRAMING. NGINEERED WOOD PANELS. TALLED IN ACCORDANCE WITH THE MANUFACTURER'S CONCRETE BLOCK ASTM C90 (HOLLOW AND SOLID) PRODUCTS SHALL BE INS APPLICABLE INTERNIAL PRESSURE COEFFICIENT t/- .18 TAILS. THE COMPLETED FRAMIN SYSTEM SHALL BE BEFORE APPLYING FINISH FLOORINIG, SET NAILS%g" BUT DO NOT FILL, AND LIGHTLY MORTAR TYPE S, MINIMUM COMPRESSIVE STRENGTH' 1800 PSI PUBLISHED FRAMING DE BOND BEAM AND CORE FILL' ASTM C476, COARSE TYPE (2500 PSI MIN.) CONSTRUCTED IN ACCORDANCE WITH THE DRAWINGS, StI1ALL BE PLUMB AND SAND ANY SURFACE ROUGHNESS, (PARTICULARLY AT JOISTS AND AROUND NAILS. 'SI MIN,) COMPONENTS AND CLADDING 22 PSF Q CE WITH THE RECOMMENDED F STENING SCHEDULE OF THE JOINT REINFORCING STANDARD DUR-0-WALL, MILL GALVANIZED FINISH FASTENED IN ACCORDAN NISH EARTHQUAKE DESIGN Q SEISMIC IMPORTANCE FACTOR (le) AND SEISMIC USE GROUP 1.0 4 BOCA BUILDING CODE. SEE ARCHITECTURAL DRAWINGS FO)R LOCATION AND ELEVATION OF LOOSE LINTELS. SEE LINTEL NOTES FOR SIZES OF' BOTH DESIGNATED AND NON-DESIGNATED LINTELS. MAPPED SPECTRAL RESPONSE ACCELERATIONS (Ss & Si)~ .16/.06 Q RIALS FABRICATION AND ERECTION SHALL ONFORM WITH THE STANDARDS STEEL MATE , SITE CLASS D Q SPECTRAL RESPONSE COEFFICIENTS (Sds & SdU~ .18/.10 6 SPECIFICATIONS OF THE AMERICAN INSTITUTE OF STEED CONSTRUCTION AND THE VERTICAL COLLAR JOINTS TO BE FILLED SOLID WITH MORTAR. RISC CODE OF STANDARD PRACTICE. I SEISMIC DESIGN CAIfEGORY~ B HOLLOW MASONRY UNITS TO BE LAID WITH FULL MORTAR COVERAGE ON :RAGE ON BASIC SEISMIC-FORCE-RESISTING SYSTEM(s)~ LIGHT FRAMED SHEAR PANELWALL MECHANICAL FRAMING LOADS, OPENINGS AND STRUCTURE IN ANY WAY RELATED TO HORIZONTAL AND VERTICAL FACE SHELLS. WEBS SHALL ALSO BE BEDDED IN Al M NTS ARE SHOWN FOR BIDDING PURPOSES ONLY. THE Exterior Trlm Notes THE MECHANICAL REQUIRE E OTHER TRADES COURSES OF PIERS, AND IN THE STARTING COURSE ON FOOTINGS, AND WHEN BEDDED IN ALL AND MASONRY SHEAR WALL S, AND WHEN DESIGN BASE SHEAR 5.0 CONTRACTOR SHALL OBTAIN APPROVAL OF MECHANICAL AND ADJACENT TO CELLS OR CAVITIES TO BE REINFORCED OR FILLED WITH CONCR D WITH CONCRETE OR SEISMIC RESPONSE COEFFICIENT(s) (Csk .12 BEFORE PROCEEDING WITH SUCH PORTION OF THE WORK. EXCESS COST RELATED TO GROUT. SOLID UNITS TO BE LND WITH FULL HEAD AND BEp JOINTS. VARIATION IN MECHANICAL REQUIREMENTS TO BE BORN BY THE MECHANICAL UNLESS OTHERWISE NOTED ALL EXTERIOR WOOD TRIM AND ACCESSORIES INDICATED ON NTS. RESPONSE MODIFICAITION FACTOR(S) (R)~ 1.5 ANALYSIS PROCEDUIRE USED EQUIVELANT LATERAL FORCE CONTRACTOR. DRAWINGS SHALL CONFORM TO TIHE FOLLOWING PROVIDE JOINT REINFORCING AT 16" O.C. EXCEPT AS NOTED. SHOULD ANY OF THE DETAILED INSTRUCTIONS SHOWN ON THE PLANS CONFLICT MATERIALS ALL SPLICES FOR VERTICAL WALL REINFORCING ARE TO BE LAPPED A MINIMUM PED A MINIMUM OF 48 over Sheet WITH THE GENERAL STRUCTURAL NOTES, THE SPECIFIC,~TIONS OR EACH OTHER, THE BAR DIAMETERS. STRICTEST PROVISION SHALL GOVERN. DIMENSIONAL TRIM UBMITTALS~ WHERE DRAWINGS INDICATE DIMEN510NAL TRIM IN 1X4, 1X6, 1X8, AND 1X10 SIZES, S TRIM SHALL BE CEDAR WOOD PRODUCTS. SHOP DRAWINGS ARE TO BE SUBMITTED FOR REVIEW 'PRIOR TO FABRICATION. HANDLING SUBMITTAL SHALL INCLUDE THE FOLLOWING INFORMATI N~ CEDAR TRIM SHALL BE STORED FILAT ON A SMOOTH LEVEL SURFACE. EDGES AND CH STEEL MEMBER SUPPLED. CORNERS SHALL BE PROTECTED FROM DAMAGE. STORE PRODUCTS DESIGN INFORMATION FOR EA UNDER COVER AND KEEP DRY PRIIOR TO INSTALLING. IF PRODUCTS SHOULD BECOME LAYOUT DRAWING INDICATING LOCATION OF EACH MEM ER TYPE. WET, ALLOW TO DRY THOROUGHLY BEFORE INSTALLING. CONNECTION TYPES AND LOCATIONS. FASTENING pRnni irrc ~Hni i RF FaSTFNFn Tn worm FRAMING WITH sd COMMON CORROSION _ . SHOP DRAWING SHALL BE STAMPED BY A REGISTERED PROFESSIONAL ENGINEER, RESISTANT NAILS OR 1 1/4= ROOFIING NAILS. STATE OF OHIO. FINISHING: G-0 r t)~ SUBMITTALS WHICH DO NOT INCLUDE THE ABOVE LIST --D INFORMATION WILL BE PRODUCTS SHALL BE FINISHED ASi SOON AS PRACTICAL WITH A HIGH QUALITY, EXTERIOR GRADE, FLAT ACRYLIC OR LATEX PAINT. PAINT MAY BE SPRAYED, ROLLED, RETURNED TO THE CONTRACTOR PRIOR TO REVIEW. OR BRUSH APPLIED. APPLY PAINT' FOLLOWING THE PAINT MANUFACTURER=S WRITTEN GOVERNING CODE' 1998 OHIO BASIC BUILDING CODE APPLICATION INSTRUCTIONS. ty may create derivative work based on information provided within these drawings in wholie or in part Any reproductions or modifications without the express written consent of Andrews Architects, Inc. is strictly prohibited. The work contained within these instruments of service is the properly of Andrews Architects, Inc. and is protected by U.S. Copyright Law. These drawings may not be modified, duplicated, sold or otherwise distributed except that these drawings may be used solely by the owner or contractors of the indicated project for the purpose of constructing the indicated project. No party may create derivE _ _ _ _ _ - - - ~ _ _ 1 _ _ _l ; . 4qe... EXTEND EXISTING VENT THROUGH OWNER FURNISHED PULLEY NEW MASONRY WALL. PROVIDE 500• LIFT MAX 991 TAMKO ROLL VENT OR OTI r _ VENT OR OTHER EXTERIOR VENT CAP WITH `¢~`'f' FOR USE WITH RIDGE BEAN 5: TH RIDGE BEAM INSECT SCREEN 2X8 VALLEY RAtFTER FIELD VERIFY I 30 YR MIN. DIM.- ASPHALT SHINGLES °'M~- ANDREWS TINGLES 2X6 RAFTERS ON 15~ FELT ON ~6" OSB ' W/ CLIPS OR ~/2" PLYW001 R ~/2" PLYWOOD I 99.3 MATCH EXISTING _ ~ ARCHITECTS TING ~ 101 - ~I 1 II 12 G g ~I, I,I. c i II A-01 9/a (3) 2X8'S ABOVE HATCH W/ ' Architecture r (3) 2X4 STUD SUPPORT B M ,I. __________i;i ; Planning ~ 2X4 KING POST A01 B osT - Aa } Interior Design ~ w I 2X8 RIDGE BEAIv~ ~ ~ -----------------------------4~----------------------------- ~ = I I I ~ ~ TYPICAL BRICK VENEER FA H I II CK VENEER FACE BRICK W/ cv - > i ~ a I ~ I i GALVANIZED METAL TIES ~ METAL TIES ~ 19.5" OC HORIZONTAL 2x4 KING POSTS (2) 2X8 LLAR TIE w ~ ~ a ° Z I I ' AND 24" OC VERTICAL MIN 'VERTICAL MIN 1 PER 3 SQ FT OF ALIGN U BRG. POINT ! ~ W 6631 Commerce Parkway ~ ~ I I ; ® WALL AREA. PREMANUFACTI owc ~ ~ i ® II PREMANUFACTURED WEEP HOLES AT BASE FLASHING. ~ Studio B o V\ ~ i ® 24 OC W/ BASE FLASHIN( ; MATCH EXISTING TING ~ Dublin, Ohio 43017 i 100 N ! (2) 2X8 HEADER ABOVE DC ~ i DER ABOVE DOOR ; ; ~ , Tel: 614.766.1117 9J v i - ~ Fax: 614.766.2423ry ,I r~ _ N ! - - I i ~ ~ ® i 3-1/2" X 3-1/2" X~ " STEE /4 i 1/2" X~/q" STEEL LINTEL , EXTEND EXISTING VENT THROUGH ~ 8, ' j WWW.AndreWSACCiIIteCtS.COm X11 99.9 I 99'9 99.9 ~ ~ PRECAST CONC. ~ 2X4 @ 16 OC W/ i )NC. NEW MASONRY 'WALL. PROVIDE I FIE~.~; VERIFY I ~ ~ ' ~ ~ %Z" OSB W/ 15~ FELTi LANDSCAPING STONE STONE EXTERIOR VENT CAP WITH I I___________; I 1 I I I~ _ i MIN fi" ABOVE IE INSECT SCREEN I I ~ 1' ' -1-----------I ~ ~ ~ ® i TOP 0 AULT I ~ IIX II G A CK ! F V III III I ~ 8 8 L SS BLO i 1LT 'I 100;;31 MATCH EXISTING i 4"GONG WALK ON MIN _K ON MIN ~I a II 1;1 I cn ~ 4" GRAVEL Plan ~ Iil. 99.1 ~ i ~ III I U N ' ~ it I 100.2 100.5 ""_-________~_j PRESSURE TREATED i EXISTING GRADE to ® PLATE i • ADE Scale: 1/4"=1'-0" 99.'8 ~ - c0 100.0 ~ j rn i T.O.V. ~ ~ ~ ~ i w... v - - N _ i TOP- OF VAULT i . EL~ 100' i SLOPE ~ • p p. {s C , ` I D... ;p p• D., p .p•.. 99.9 9 i ' ~ ~ V~ ~ y 9'-87/ " i 8 i I i ; ; I ! CORE-DRILL HOLES HOLES Door and Hardware Notes Door Styles 4'-0' ; I I ; I I i COORDINATE SIZE AND LOC 11 III I i WITH OWNER'S EQUIPMENT SIZE AND LOCATION ;'S EQUIPMENT EGRESS DOORS SHALL BE READILY OPENABLE FROM ~ G PREMANUFACTURED STiONE 5'- " ;1 100;6 I I REQUIREMENTS ;II I INSTALL PER MANUFACTURERS . TS THE EGRESS SIDE WITHOUT THE USE OF KEYS OR 11 I I I ~ DIRECTIONS. MATCH EXISTING I I I SPECIAL KNOWLEDGE PER OBBC. SECTION 1017.4.1 THROUGH 1017.4,.1.2. E'~ ._____________I I I ..-_I ~ _-_-_-1_______ ~ ~2" DIA. X 6" EXPANSION BOLT ! ' , Vau t~~B ~ ildin~" at LINE OF EXISTING- @ 48" OC ! i Door Hardware . ? ~ I VAULT BELOW GRADE i EXISTING COIJCRETE VAULT i dJCRETE VAULT FOUNDATION D ~ ~ I„ I I I LI ALL HARDWARE TO MATCH EXISTING IN FINISH AND MANUFACTURER ,i I ' 'r ` i INDICATES ELEVATION I i RELATIVE TO FINISH FLOOR SETA STANDARD HINGES - 3 ~ ~ ~ I" WEATHERSTRIPPING 5660 DU Ilnshlre Dr _ i LOCKSEOLD (SCHLAGE) W. STOREROOM FUNCTION A { i i KEYING BY OWNER Dublin, Ohio""43017 100.5 i i SET B STANDARD HINGES - 3 i i WEATHERSTRIPPING THRESHOLD ~ i LOCKSET (SCHLAGE) W. STOREROOM FUNCTION NO EXTERIOR KNOB Owner:`, KEYING BY OWNER ~ Door Schedule CITY O ~~~UBLIN PLAN 5200 Emerald Parkway NORTH DOOR Dublin, Ohio 43017 DOOR LEAF SIZE MAKER AL HARE ARE RATING COMMENTS MATERIAL STYLE Site Plan Section 100 3'-0" x 6'-8" STL A HM A NONE - Scale:114"=1'- " -I- =PROPOSED FINISHED GRADE „ „ 101 3'-6" x 6'-2" STL A HM B NONE - PrOleCt Nur~ber: 06314 Scale. 112 =1-0 Original Issue Date: 07.27.06 Revise' Date: - SHINGLES ? SCHEI~AT~C DESIGN I ? DESIGN DEVELOPMENT SHEATHING o 0 ? ZONING SUBMISSION i o o ¦ CONSTRUCTION DOCUMENTS ? RECO,~D/ AS-BUILT'S HURRICANE CLIP TYPE 'H- ' REVISION HISTORY N0. DATE DESCRIPTION 2x4 DOUBLE TOP PLATE ~ ~ '~f PERFORATED ALUMINUM VENTING W/ INSECT SCRE N D ~ ~ RIDGE VENT ~ ON ALL SIDES Q METAL DRIP EDGE PAINT WOOD FASCIA !>r ,3~ a TO MATCH EXISTING it BUILDINGS ~ WEATHERPROOF ~ ~ ~ ~ 1X6 FASCIA ON 2X8 SUBF SCIA ~ f-- ~ 8"X8" GLASS BLOCK c VENT CAP r ~ o~ PAINTED TO MATCH EXISTI G ~ ~ MATCH EXISTING ~ ~ ~ _ ->r,~ 16"X16" METAL = 8"X8" SOLDIER COURSE k ~ ~ E LOUVER W/ INSECT ~ • i ~ MATCH EXISTING sl SCREEN PAINT TO Plan Section and roc MATCH EXISTING o°' ~ ~ _ r EI SEALANT CONTINUOUS I' ~I ~ :~a ~ o n ~I-,r-r- ~o~ ~~r-T o COORDINATE OPENING WITH col ~o~ EXHAUST FAN BY OWNER ' ~ o CONTINUOUS WOOD BLOCK NG PAINT DOORS & FRAMES GaNdii~Mq~py TO MATCH EXISTING ,=~,ti,, BUILDING O~ Q~/ Eave Detail East Elevation NorthlSouth Elevation ~ West Elevation _ ~,r'"`~ Scale: NOT T SCALE ,L Scale: 114"=1'-0" l W 1,J Scale: 1/4"=I'-O" JL.*" Scale: l/4"=1'-0" A~O 1 UeF-vuMcQuA 0 ~ The work contained within these instruments of service is the property of An rews Architects, Inc. and is protected by U.S. Copyright Law. These drawings may not be modified, duplicated, sold or otherwise distributed except that these drawings may be used solely by the owner or contractors of the indicated project for the purpose of constructing the indicated project. No party may create denva ty may create derivative work based on information provided within these drawings in whole or in part. Any reproductions or modifications without the express written consent of Andrews Architects, Inc. is strictly prohibited. 1